Wmt 



L*SERV1C£800H 



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nnw T S 3 i> 9 
Book ,R?3 



Copyright N° 



9/3* 



copyright DEPOSIT. 



y\,t/erfofts 
Jxemrencc 



THE "STEEL-SERVICE" BOOK 
(t rade-m ark) 



A COMPLETE 

HAND BOOK AND STOCK LiST 

OF STEEL AND IRON 

READY FOR IMMEDIATE SHIPMENT 
SIZES, WEIGHTS. STOCKS. PRICES, EXTRAS, DATA 



PRICE, so cent; 



ESTABLISHED 1842 INCORPORATED 1888 

Joseph T. Ryerson & Son 

u 

CLYDE M. CARR. PRES. JOSEPH T. RYERSON. VICE-PRES. 

IRON STEEL MACHINERY 
Chicago 

CHICAGO: 16TH AND ROCKWELL STS. NEW YORK: 30 CHURCH ST. 

CHICAGO: RAILWAY EXCHANGE BLDG. PITTSBURGH: 2202 OLIVER BLDG. 

MILWAUKEE: 731 WELLS BLDG. CLEVELAND: WESTERN RESERVE BLDG, 

KANSAS CITY: 41 2 RELIANCE BLDG. SEATTLE: 809 ALASKA BLDG. 

MINNEAPOLIS: 501 THIRD ST. S. DETROIT: 726 FORD BLDG. 

HOUSTON: 1 01 8 UNION NAT. BANK BLDG. ST. LOUIS: 940 SYNDICATE TRUST BLDG. 

COPYRIGHT. 1913, BY JOSEPH T. RYERSON & SON 



MACHINERY ,tfP~ 

i 

V\7E offer a complete line of metal working 
machinery, including Lathes, planers, shape; s, 
drills, screw machines, mills, hammers, puncln 5, 
shears, rolls, riveters, air compressors, hydraulic and 
pneumatic machinery, etc. 

We furthermore own and control a large number of 
special labor-saving machines which are offered exclu- 
sively by us and which permit a guarantee of output 
impossible where standard equipment is employed. 

Our manufacturing facilities and intimate relation- 
ship with our sources of supply enable us to offer a 
full line of equipment designed to meet the exacting 
requirements of modern shop practice supplemented 
by most intelligent cooperation and prompt service. 

Our Mechanical Engineering Department offers itq 
reasonable services without charge, in the study of 
your shop methods and its suggestions of suitable 
equipment for the economical manufacture of your 
product, and in this capacity we have assisted in the 
design and furnished the equipment for many of the 
leading shops in this country. 

In our machinery display rooms you can insp I 
and Bee in operation a full line of metal-working 
machinery. You can see each machine tried out on 
your own particular work and buy with the firm 
conviction that your product will be quickly and 
economically manufactured. 

We endeavor to cany a full line of standard machines 

in Btock for quick shipment, and will at all times be 
pleased to have you call on ns for Catalogs or other 
information. f Lj «_ j <~i£[Cffc 



RYERSON STEEL-SERVICE 



'■■'" miiniiiiiiHiiinn i 

iLlMlUmjaJJlll,..;;^-,;,, 

-...iimniim 

111 





RAILWAY EXCHANGE BUILDING 

MICHIGAN AND JACKSON 

BOULEVARDS 

TELEPHONE LAWNDALE I 



OSEPH T. RYERSON 
& SON'S downtown 
offices are in the cen- 
ter of Chicago's busi- 
ness district, so that 
customers can easily 
call. 

Make the customers' 
room in our offices your 
headquarters when in the 
city — use the telephone 
and stenographic services 
we provide. 



FIFTEEN MINUTES RIDE 



in our automobiles 
takes you to our 
general offices and 
plant at 16th and 
Rockwell Streets. 




JMO-RTLE SERVICE EVERY 
HOUR ON THE HOUR 



VISIT THE LARGEST AND BEST EQUIPPED 

WAREHOUSES OF STEEL AND 

IRON IN THE WORLD 





K Y E R S O N S T E E L - S E R V 



C E 




«.l NERAL OFFICES FROM INFORMATION DESK 

Customers will be promptly directed to department 
heads whom thev wish to consult. 




GENERAL SALES 
Covering all standard material lines from 
warehouse or mill. Customer's own territory 
be familiar with his orders. 



correspondent 




WORK ORDER SA1 ES 
( .< venng all material requiring special cutting 

or handling to outside shops for semi-finishing. 

Men are accurately posted for special work. 






C H I 



\l \< IIIMIC s\||s 

ering complete equipment For railroad, 
structural, plate, and manufacturing machine 
shops, with expert equipment engineers. 

Jot b pm r.RvERioN & Son Nt« Y .» .< k 



RYERSON STEEL-SERVICE 




STORE ORDER DEPARTMENT 

Just across the aisle from general sales, store order 
immediately checks, the sale . ticket against stock 
records, and rapidly transmits house orders to the 
warehouse operating divisions, which simultaneously 
get out their portions and assemble them for shipping. 




RIVETS AND BOLTS 
Chicago — Joseph T. Ryerson & Son — New York 



R V E R S O N S T 1 l L-SERVIC E 




AN(J.I SHEARS 



--- 



INFOR< INf. BARS 




<. ,. 



ASM Mill l\(. WW S 

1 1 i tz ! > v|ht<i cranes, jib cranes and rollei platforms, 
serving noo,ooo square feet -■! warehouse floors, termi- 
nate m convenient assembling b.i\^ where the various 
re quickh combined l<>r shipment. 

I C A C PH T.RTtRiON J llW YllRI 




SHIPPING OFFICE 

Posted in advance by its own house order copy, ship- 
ping has arranged for quickest possible service. Routes 
have been selected, teams assigned or switch service 
provided so that no time saved by efficient warehouse 
methods will be lost in the final delivery to the customer. 




ASSEMBLING BAY 



STRUCTURAL SHIPPING 



SSS' 



SHIPPING TRACKS OF THIRTY-ONE TRUNK LINES 

Shipping service is «.„.„. ,„..,,, T . Z°r.lTsl™' """"^ 

obtained by combination cJUT' "'' 

of efficient organization ^rffi^iI£°^ o s^ r, ° t s'"" 

with excellent track faci- i!pJ^LvCii:^:i/^i?-" r " 

Iities, electric loading lZ'S«'™'^'£ffl'jj^''™ vt 
equipment, and complete 'T^r^/T^ 

team and truck service. 
Chicago — Joseph T. Ryerson 



Son — New Vork 



RYE R SON STEEL-SERVICE 




ENTIO OI WORK OKDr.KS 



\1/0RK ORDER SALES handles through 
* * its own order department a great variety 
of special orders requiring the transfer of plain 
material to outside .shops for some semi-finish- 
ing or partial preparation to meet customers' 
needs. Our service here provides trained men 
to take full responsibility for accurate execu- 
tion to specification, for prompt service and lor 
expert inspection before shipment. Items of 
this kind can be shipped in combination with 
standard lines, at great economy of customers' 
time and handling expense. 




— N r w York 



RYERSON STEEL-SERVICE 




MACHINERY SALES DEPARTMENT 

IN CONNECTION with our machinery manufacturing 
department, we maintain a regularly organized mechanical 
engineering staff, which makes a specialty of the study of 
shop conditions and methods and stands ready at all times 
to co-operate with our customers in the design and recom- 
mendation of equipment peculiarly adapted to the pur- 
chasers' manufacturing requirements. 




MECHANICAL ENGINEERING DEPARTMENT 



THE largest display room in this country and a complete | 

stock of standard machines for at once shipment supple- j 

ment our manufacturing facilities. Lathes, shapers, planers, ! 

boring mills, friction saws, bevel shears, etc., may be seen I 

in operation, thus affording the prospective purchaser an ; 

opportunity of seeing each machine under service conditions , 

and if desirable, actually tested on his work before buying, j 



■ g I Vi 



«<i««U||jj|gJ 



Chicago 



MACHINERY DISPLAY ROOM 
Joseph T.Ryerson & Son — N je w York 



R Y E R S O N STEEL -SERVICE 

MISC. II I AM.nl s OFFICE VIEWS 




M \ll IN«. KUOM 



<. ii i > \ ■. <» I •> . i r n I . k i i i< > .. -. .\ Son n i » V «> n k 



IMPORTANT NOTICE REGARDING CHANGES 

Since this book was first printed, data on the following pages 
has been changed and is now incorrect. Where possible we 
have noted the correction below. All new price tables and 
stock lists are published monthly in the Kyerson Monthly 
Journal and Stock List, which can be secured free regularly 
if you need the latest information. 

Page 106 — Kyerson .30-.40 smooth finished rounds should 

be Manganese .60 instead of .40. 
Page 115 — Cold drawn steel variation limit should be .0015 

instead of .015. 
Page 401 — In first paragraph word " pressure " appears. 

This should be " hydrostatic pressure." 
Page 403 — Extras to be deducted from base discount — out 

of date. 
Page 418 — Standard price list — changed. 
Page 508 — Advance per inch on %-inch diameter machine 

bolts should be $1.10 instead of $1.16. 
Page 801 — Base prices — changed. 
Page 802 — Warehouse cutting' extras — changed. 
Pages 803-8 — Freight rates are constantly changing; the 

majority, however, are correct. 
Page 809 — Extras on flat bars and heavy bands, f$ to % 

by % to % inch, should be 50 cents. 
Page 1186 — Main column heading " Bolts." The last six 

figures in sub-columns " Length of Bolts " and " Center 

to Center of Bolts " should be transposed. 
Page 1193 — Third and fourth figures under column heading 

" Dimension A " should be 4 instead of 6. 
Page 1207 — Examples at bottom of page, " Lap Joint 

Efficiency," should be 548 instead of 584. 
Page 1215 — Fo rmulae i n first paragraph is incorrect. Should 

REGARDING LENGTHS AND SIZES 

We are constantly adding new sizes and lengths to the 
stocks shown in this book, therefore, if the size or length 
you desire is not shown, write us for the latest advice on 
that particular item. 

When referring to the tables in this book, the Trade is 
cautioned that they should be used only in connection with 
the detailed explanation accompanying the same and that we 
take no responsibility in connection with their use. 

Chicago — Joseph T. Ryerson & Son — New York 



MEMORANDA 



DATF. 


ITEMS j_P R,CE 






















































































































































































































































! 






il 





IN STOCK FOR IMMEDIATE SHIPMENT 



101 



OPEN HEARTH FORGING BILLETS 

RYERSON "A" FORGING BILLETS 

Corresponds to S. A. E. Specification No. 2. 
These are open hearth forging billets .15 to .25 in carbon, phos- 
phorus .04 or less, sulphur .04 or less. We recommend them for 
drop forge or general jobbing forge shop use. The quality of steel 
insures excellent case-hardened forgings. 

SQUARES 



Size in 


Average 


Size in 


Average 


Size in 


Average 


Inches 


Stock 


Inches 


Stock 


Inches 


Stock 


1M 


50 


5 


25 


8 


12 


2 


50 


5^ 


25 


sy 2 


10 


VA 


50 


6 


20 


9 


6 


3 


30 


6^ 


18 


9H 


6 


4 


30 


7 


12 


10 


4 


4K 


30 


W* 


16 







Size in 
Inches 


Average 
Stock 


Size in 
Inches 


Average 
Stock 


Size in 
Inches 


Average 
Stock 


6x3 

7x3 

8x3 

10x3 


12 
14 
10 

6 


12x3 

6x4 

12x4 

10x5 


8 
14 
10 

8 


12x5 
12x6 
14x6 
16x6 


4 

10 

4 

6 



RYERSON "C" FORGING BILLETS 

Approximates S. A. E. Specification No. 4. 
These are open hearth forging billets, .35 to .45 in carbon, phos- 
phorus .04 or less, sulphur .04 or less, for drop and forging use 
where great tensile strength is desired without sacrifice of toughness. 
Recommended for crank shafts, driving shafts, axles, etc. Will show 
good results under heat treatment. 



SQUARES 



Size in 


Average 


Size in 


Average 


Size in 


Average 


Inches 


Stock 


Inches 


Stock 


Inches 


Stock 


2 


100 


4^ 


25 


8 


12 


2V 2 


50 


5 


20 


9 


8 


3 


50 


6 


25 


10 


8 


4 


30 


7 


18 







RYERSON SPECIAL HIGH CARBON O. H. FORGING BILLETS 

Carbon .50 to .60. Phosphorus .04. Sulphur .04. 

4 inch Square. 6 inch Square. 8 inch Square. 

Chicago — Joseph T- Ryerson & Son — New York 



102 



IN STOCK F O K I M M E D I A T E SHI I' M E N T 



• FORGING BARS 

RYERSON "A" 
FORGING ROUNDS 

Corresponds to S. A. B. Specification No. 2. 

This is guaranteed open hearth stock of the following analysis: 

Carbon 15 to .25 Silicon . .20 or less Sulphur... .04 or less 

Phosphorus .04 or less Manganese .50 to. 80 

We recommend this as the best possible quality for all-around 
forging. This stock will weld better than iron, will machine easily 
and take case-hardening better than other grades. It will also 
permit ordinary drawing and cold forming. It is a soft, ductile 
steel of about 35,000 pounds elastic limit. 20 foot lengths. 



Bn in 


Ave.Sfk. 


Size in 


Ave.Sfk. 


Size in 


Ave.Sfk, 


Size in 


Ave.Sfk, 


Inches 


Bare 


Inches 


Bare 


Inches 


Bare 


Inches 


Bare 


'_•) 


100 


1 5 8 


200 


2X 


40 


"> 


15 


H\ 


Bdls. 


Ik 


150 


3 


50 


5k 


15 


Hi 


Each 


i 7 , 


100 


3k 


40 


.v.. 


15 


% 


400 


2 


150 


3k 


30 


5k 


15 


l 


(>00 


2X 


50 


3 :l 4 


20 


6 


15 


\x 


300 


2k 


80 


4 


30 


7 


15 


IX 


400 


2H 


50 


*Va 


30 






IN 


200 


2X 


o0 


4', 


15 






IX 


300 


2H 


50 


4k 


15 







RYERSON "A" 
FORGING SQUARES 

20 foot lengths. 



Size in 
Inches 


Ave St 'k, 
Bare 


Size in 
Inches 


Ave.Sfk. 
Bare 


Size in Ave.Sfk, 
Inrhes Bare 


Size in 
Inches 


Ave.Sfk, 
Bars 


1 

IX 


200 

200 

300 
150 


Ik 
Ik 
Ik 


100 
100 

100 
50 


in 

2 


* 

* 

30 


2k 

3 

♦ lir.-T 


20 

* 



-■■ 


RYERSON "A" 
FORGING FLATS 


■ ■- 


Size in 
Inches 


Size in 
Inches 


Size in 
Inches 


Size in 
Inches 


1 x3 

1 xVA 

1 x4 

1 x*H 

1 

1 ■.-, 


1 x6 
IkxS 

LkxSk 

P,x4 

!Kx4Vi 


I Wx4k 

1», <5 

l' 2 x3 

if,. 

1^x4 


lkx4k 
Lkxfi 

2 x3 
2 > 
2 x4 
$ Larger 



•See Billets, page 101. 
Chicago — Josefm T . KvtiiON & Son — Ntw York 



IN STOCK FOR IMMEDIATE SHIPMENT 



103 



FORGING BARS 

CONTINUED 

A ^^ RYERSON "B" 

V ^P FORGING ROUNDS 

Corresponds to S. A. E. Specification No. 3. 

This is guaranteed open hearth stock of the following analysis: 

Carbon 25 to .35 Silicon . . .20 or less Sulphur ... .04 or less 

Phosphorus .04 or less Manganese. .50 to .80 

This is recommended for structural parts of engines, machines, 
motors, etc., where a combination of high tensile strength and 
good toughness is desired. The steel forges well and machines 
well. It can be heat treated, but should not be case-hardened or 
welded. Elastic limit about 45,000 pounds. 20 foot lengths. 



Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Inches 


Bars 


Inches 


Bars 


Inches 


Bars 


Inches 


Bars 


% 


100 


w 


200 


2 


100 


2y 2 


50 


1 


500 


r% 


100 


&A 


50 


2M 


30 


W 


200 


VA 


50 


2Vs 


30 


3 


30 



I* m PERSON "C" 4* A 

P V ^P FORGING ROUNDS ^^ ^ # 

Approximates S. A. E. Specification No. 4. 
This is guaranteed open hearth stock of the following analysis: 

.04 or less 
.50 to .80 



Carbon 35 to .45 Silicon 

Phosphorus .04 of less 



.20 or less Sulphur . . . 
Manganese. 



This is the best carbon steel for work requiring great strength and 
with heat treatment combines great strength with toughness. It 
is well suited for crank shafts, driving shafts, axles, piston rods 
and similar service. Elastic limit, annealed, about 50,000 pounds; 
heat treated, about 90,000 pounds. 20 foot lengths. 



Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Size in 


Avg.St'k, 


Inches 


Bars 


Inches 


Bars 


Inches 


Bars 


Inches 


Bars 


% 


300 


IV?, 


100 


2K 


50 


3^ 


20 


7 /8 


300 


m 


50 


2% 


50 


4 


20 


1 


400 


1% 


100 


2V?, 


50 


AH 


20 


IV* 


200 


m 


50 


2*4 


30 


V/2 


20 


l\i 


300 


2 


100 


3 


30 






m 


300 


2V 8 


100 


3M 


20 







Chicago — Joseph T. Ryerson & Son — New York 



10-1 IN STOCK FOR I M M I • l » I A T E S 11 I P M E N I 
ALLOY STEELS 

NOTE. — THESE GRADES NOT YET IN CHICAGO. FURNISHED PROMPTLY 
FROM FACTORY STOCK. 

NIKROME C. H. STEEL 

This is a nickel chrome alloy, of great uniformity, low carbon, 
low phosphorus and sulphur, designed for case-hardened parts, 
such as cams, l>all and roller bearings, gears, chuck jaws, lead screws, 
racks, holts, studs, and other machine parts requiring maximum 
resistance to wearing of surface, combined with toughness of metal 
within surface case. It takes a hard, close-grained, better and deeper 
than other alloys or carbon steels; can be quenched in water 
or oil to toughen core; can be handled without difficulty by those 
accustomed only to treating carbon steels. In addition, this Steel 
can be readily machined — in contrast to 3] i < nickel and other 
alloys. 

We give below a typical physical specification of heat treated 
Nikrome steel. We are prepared to furnish Xikrome Case-Hardened 
Steel to specifications varying from that shown and in accordance 
with physical properties demanded. 

Core of Case-Hardened Bar 

Elastic Limit. . .lbs. per sq. in. 1 110,000 Elongation in '2 inoho> 17 

Tensile Strength " " " " 130,000 Reduction of Area 57 

Elongation and tensile strength may be varied to suit requirements. 
NIKROME FORGING STEEL 

This is a nickel chrome steel, of great strength, elasticity and 
uniformity, designed for all forged parts which are to be heat treated 
to secure maximum strength and toughness. On account of its 
suitability for machine work, the simplicity and safety with which it 
can be heat treated, and its exceptional physical properties, it is 
rapidly displacing 3} •>' r nickel and other alloys which require 
expert handling to produce equal strength value. It is well suited 
for gears, crank-shafts, piston-rods, driving shafts, axles, spindles, 
universal joints, connecting rods, pinions and other forged parts 
requiring maximum strength. 

We give below a typical physical specification of heat treated 
Nikrome Forcing Steel. We are prepared to furnish Xikrome 
Case-Hardened Steel to specifications varying from that shown 
and in accordance with physical properties demanded. 

Heat Treated Bar 

limit lbs. per M. in., 130,000 Elongation in 2 inrhes 

T. ii-il- Strength " ■ ■ ■ 150,000 Reduction of Area 

Elongation and tensile strength may be varied to suit requirerm 

RYERSON ALLOY DIE BLOCKS 

These are die blocks of special alloy content, for use as die-. 
trimmers or punches in drop forge work. They can be machined 
without trouble and hardened in oil or brine without checks and 
break Hint economy can be secured as against carbon 

blocks by reason of longer life; elimination of breakage loss and 
resulting Wasted machine work 00 Carbon steel blocks. They can 
be furnished in all weights and si/.es up to 5,000 pounds -annealed 
or unanneal.-d. 
Chicago — Joseph 1 . K T II SO M I So * - N i u York 



IN STOCK FOR IMMEDIATE SHIPMENT 105 

OPEN HEARTH REINFORCING BARS 

RYERSON COLD TWISTED SQUARES 



These conform to Manufacturers' Standard Specifications; 
have elastic limit of about 55,000 pounds per square inch, low 
phosphorus, sulphur and carbon contents. These bars combine 
mechanical bond, greatest tensile strength and reinforcing value 
with greatest ductility. 



Size in 


Stock 


Size in 


Stock 


Size in 


Stock 


Inches 


Lengths 


Inches 


Lengths 


Inches 


Lengths 


y± 


36, 45 


9 
16 


36,45 


7 A 


36,45 


5 
16 


36,45 


Vs 


36,45 


1 


36,45 


% 


36,45 


ii 

16 


36,45 


IVs 


36,45 


& 


36,45 


% 


36,45 


m 


36,45 


Yi 


36,45 











PLAIN OPEN HEARTH REINFORCING BARS 

These conform to Manufacturers' Standard Specifications for 
plain reinforcing, having a minimum elastic limit of 33,000 pounds 
per square inch, and are of the same quality of steel above described. 



ROUNDS 


ROUNDS 


SQUARES 


SQUARES 


Size in 


Stock 


Size in 


Stock 


Size in 


Stock 


Size in 


Stock 


Inches 


Lengths 


Inches 


Lengths 


Inches 


Lengths 


Inches 


Lengths 


% 


18 


5 A 


30,36 


X 


35 


n 

16 


35 


Vs 


22 


% 


30,36 


5 
16 


35 


Z A 


35 


% 


26 


% 


30,36 


V* 


35 


% 


35 


% 


30 


l 


30,36 


f« 


35 


l 


35 


% 


34 


m 


30,36 


V?, 


35 


m 


35 


l A 


30,36 


m 


30,36 


9 

16 


35 

35 


1M 


35 



BLACK FINISH ANNEALED WIRE 

We offer any standard gauge for immediate shipment. This 
material is used for tying and spreading bars and for spiral column 
reinforcement. 

See page 608 for fittings. 

Chicago — Joseph T. Ryerson & Son — New York 



106 



N STOCK F R I M M E D I A T E SHIPMENT 



•RYERSON FREE CUTTING ^^ 
ROUNDS W%9 

StC ALSO HCXACONS. PACE 112 

This is a clean grained steel, low in carbon (about .15 to .25) 
and a sulphur content (.075 to . 10) which gives a free cutting 
quality and permits automatic machine work to be done with a 
minimum of wear to tools and an avoidance of tearing the stock. 



Hounds, 
Km 
Inches 


Length in 
Fed 


A verage 

Stock 


Hounds, 

Size 
Inches 


Length in 
Feet 


Average 
Stock 


A 


13 and 18 


500 bdls. 


IX 


15 and 18 


1000 bars 


H 


15 and 18 


1500 u 


I'M 


18 


300 ■ 


a 


13 and 18 


500 u 


2 


15 and 18 


500 " 


18 


2000 " 


2H 


20 


100 " 


H 


18 


100 u 


2Va 


20 


50 " 


:i 4 


18 


2000 " 


m 


20 


30 u 


H 


18 


1000 " 


m 


L>0 


50 " 


u 


15 and 18 


500 bars 




20 


40 u 


l 


15 and 18 


2000 " 


2 ;i 4 


20 


50 u 


m 


18 


1000 " 


3 


20 


60 " 


IX 


15 and IS 


1500 " 


ZH 


20 


SO u 


w% 


15 and 18 


500 ■ 


V, 


20 


50 " 


VA 


15 and 18 


1000 " 


*X 


20 


30 " 


\ : 's 


15 and 18 


300 u 


4 


20 


40 u 



a ARYERSON .30-. 40 SMOOTH 
W W ^P FINISHED ROUNDS 

These are special hand rolled, planished or smooth surface and 
machine straightened bars of .30 to .40 carbon, low in phosphorus 
and sulphur, about . 40 manganese and are rolled accurately to size. 
They are well suited for armatures, smooth finished spindles or 
shafts and other work where a stiff straight smooth bar is needed. 



Sixe in 


Length in 


Average 


Size in 


length in 


A v»-rage 


Inches 


Feet 


Stock 


Inches 


F,t-t 


Stock 


J 


16 


1 15 bars 


l 5 * 


16 


50 ben 


16 


210 " 


iy 4 


16 


BQ •• 


A 


16 


NO u 


i : « 


16 


50 " 


H 


16 


210 u 


2 


16 


a) ■ 


ii 


16 


50 " 


2X 


16 


40 ■ 


\ 


lti 


240 " 


1\i 


16 


30 ■ 


% 


16 


270 " 


2H 


16 


50 ■ 


l 


lti 


310 " 


•-". 


16 


20 '• 


IM 


16 


100 « 




lti 


30 '• 


i 1 . 


16 


230 ' 




16 


86 '• 


w% 


if, 


no u 


8 


16 


80 ■ 


l 1 2 


16 


120 " 









(' H I 



K ^ > h ON I 



N STOCK FOR IMMEDIATE SHIPMENT 



107 



MILD OR MACHINE STEEL BARS 



ROUNDS 

This stock conforms with the requirements for mild or machine 
steel, being rolled from new billets and having a tensile strength of 
55,000 to 65,000 pounds per square inch. It also meets Manufac- 
turers' Standard Specifications for structural steel, and is recom- 
mended for building, bridge and general structural work. 



Size in 


Length in 


Average 


Size in 


Length in 


Average 


Inches 


Feet 


Stock 


Inches 


Feet 


Stock 


& 


12 and 13 


360 bdls. 


2% 


20 


300 bars 


K 


11,12,13,16,30 


700 " 


2H 


20 


360 " 


A 


11,12,13,16,30 


1000 " 


2Vs 


20 


340 " 


Vs 


15,18,22,26, 


3000 " 


2V 2 


20 


400 " 


30 and 34 


m 


20 


100 " 


& 


13 and 18 


1150 " 


2% 


20 


210 " 


¥l 


15, 18, 30 


2800 " 


3 


20 


220 " 


& 


13 and 18 


500 " 


3M 


20 


110 " 


% 


15, 18, 30 


2900 " 


33^ 


20 


100 " 


H 


18 


350 " 


3% 


20 


200 " 


M 


18 and 30 


6000 " 


4 


20 


155 " 


JL3 

16 


18 


470 " 


4M 


20 


50 u 


% 


18 and 30 


1600 " 


m 


20 


85 " 


15 
T6 


15 and 18 


1000 bars 


m 


20 


55 " 


1 


15, 18, 30 


6000 " 


5 


20 


75 " 


1& 


15 and 18 


1250 " 


$ l A 


18 and 20 


20 " 


IK 


15, 18, 30 


2300 " 


m 


18 and 20 


20 « 


W 


15,18,20,30 


3100 " 


&A 


20 


25 a 


m 


15, 18, 20 


1500 " 


6 


18 and 20 


25 " 


m 


15, 18, 20 


1100 " 


63^ 


18 and 20 


30 " 


\% 


15, 18, 20 


1200 " 


6M 


20 


30 " 


m 


15, 18, 20 


1300 " 


6^ 


18 and 20 


30 " 


VA 


18 and 20 


200 " 


7 


16 and 17 


20 " 


2 


15, 18, 20 


1290 " 


7V 8 


18 


20 ■ 



HALF ROUNDS 



Size in 


Length in 


Average 


Size in 


Length in 


Average 


Inches 


Feet 


Stock 


Inches 


Feet 


Stock 


X 


11 and 13 


150 bdls. 


1 


14 and 16 


500 bars 


V2 


11 and 13 


100 " 


IH 


14 and 16 


430 " 


% 


11 and 13 


210 " 


m 


14 and 16 


200 " 


% 


11 and 13 


440 " 


i% 


14 and 16 


100 " 


Vs 


11 and 13 


250 " 


2 


14 and 16 


120 " 



Chicago — Joseph T. Ryerson & Son — New York 



108 



N ST()(K I ■ f ) U I M M V. I ) 1 A I E S II 1 I» M I N I 



MILD STEEL BARS 

CONTINUED 
SQUARES 

SEE ALSO SQUARE BILLETS. PAGE 101 



Squares, 


Length in 


Average 


Squares, 


Length in 


Average 


Size 
Inches 


Feet 


Stock 


Size 
Inches 


Feet 


. Stock 


M 


11,12,13,35 


140 bdls. 


\y 2 


14 and 16 


1200 bars 


A 


11,12,13,35 


180 " 


m 


Hand 16 


300 ■ 


H 


11, 13 and 35 


800 " 


i , 


1 1 and 16 


380 u 


A 


13, 14 and 35 


130 " 


M 


14 and 10 


200 


y 2 


13, 14 and 35 


440 " 


2 


14 and 16 


700 


9 


13, 14 and 35 


130 " 


Vi 


14 and 16 


500 


13, 14 and 35 


1200 " 


2H 


14 and 16 


340 


H 


13, 14 and 35 


1200 ■ 


2y 4 


14 and 16 


60 • 


:i 4 


14, 16 and 35 


1200 u 


3 


Hand 16 


35 ■ 


H 


14 and 16 


1200 " 


3M 


14 and 16 


30 " 


J^ 


14, 16 and 35 


2300 bars 


3H 


14 and 16 


45 •• 


tf 


14 and 16 


2300 " 


Wi 


Hand 16 


45 ■ 


1 


14, 16 and 35 


3600 " 


4 


14 and 10 


30 ■ 


IH 


14, 16 and 35 


1200 " 


4M 


14 and 10 


55 


1M 


14, 1 (land 35 


1130 " 


5 


Hand 10 


27 - 


$ 


14 and 16 


520 " 









OVALS 



Sue in 
Inches 


Length in 


Average 
BCoak 


Size in 

Inches 


Length in 


Average 


HxK 


11 and 13 

11 and 13 
11 and 13 


150 bdls. 
500 " 

175 ■ 


J*XrV 
1 x>-> 
I 1 , 


11 and 13 
14 and 10 
Hand 10 


250 bdls. 
100 " 
120 « 




HALF 


OVALS 












[aafcM 


"li in 
Feet 


Average 
Stock 


Size in 


:h in 


Stock 


1 

1'txA 


11 and L3 
11 and 13 
11 and 13 
14 and 10 


400 bdls. 
160 u 
120 " 

280 ■ 


2 
2H 


Hand 16 
1 1 and ii'» 

11 and 10 
14 and 10 


im bdli 
120 ban 
1000 
820 u 



(' h IC A <• I 



Kvi K I 






Y <■ K K 



IN STOCK FOR IMMEDIATE SHIPMENT 109 
MILD STEEL BARS 

CONTINUED 
_ ■» ■■ FLATS ■■ ^m _ 



Size in 


Length in 


Average 


Size in 


Length in 


Average 


Inches 


Feet 


Stock 


Inches 


Feet 


Stock 


3-16x % 


11 and 13 


190bdls. 


Mx % 


11 and 13 


lOObdls, 


x y 2 


11 and 13 


420 " 


X % 


ll,12andl3 


700 " 


x % 


r. and 13 


600 " 


x y% 


11 and 13 


170 " 


x % 


11 and 13 


750 " 


xl 


12,14andl6 


3000 " 


x Vs 


11 and 13 


600 " 


xi3^ 


12,14andl6 


250 " 


xl 


13,15 and 16 


2000 " 


xiy 


12,14andl6 


1200 " 


xin 


13,15andl6 


950 " 


x\% 


12,14andl6 


150 " 


xlH 


13,15andl6 


1500 " 


x\y 2 


12,14andl6 


9900 " 


xiH 


13,15andl6 


350 " 


xlM 


12,14andl6 


510 " 


x\y 2 


13, 15 and 16 


1200 " 


X2 


12, 14 and 16 


7000bars 


xiH 


13, 15 and 16 


400 " 


x2H 


12,14andl6 


1000 " 


X2 


14 and 16 


150 " 


x2y 2 


12,14andl6 


2300 " 


x2 


scrolled 


600 " 


x2% 


12,14andl6 


700 " 


x2M 


14 and 16 


100 " 


X3 


14 and 16 


1900 " 


X2M 


scrolled 


350 " 


X3^ 


16 


1200 " 


X2^ 


14 and 16 


130 " 


x33^ 


14 and 16 


600 « 


X2^ 


scrolled 


500 " 


xS% 


15 and 16 


60 " 


x2% 


14 and 16 


100 " 


X4 


14 and 16 


1800 " 


X2% 


scrolled 


150 " 


x4^ 


16 


270 " 


x3 


14,16 and 30 


240bars 


X5 


16 and 30 


1200 " 


X3 


scrolled 


225bdls. 


x53^ 


16 


490 " 


xSH 


14,16 and 30 


220bars 


x6 


16 and 30 


2100 " 


xsy 2 


14,16 and 30 


450 " 








xV/ 2 


scrolled 


700bdls. 








X4 


14,16 and 30 


320bars 


5-i6x y 2 


11 and 13 


HObdls. 


x4 


scrolled 


460bdls. 


X % 


11 and 13 


50 " 


x4^ 


14,16 and 30 


3 lObars 


X % 


11 and 13 


120 " 


x4^ 


scrolled 


300bdls. 


X % 


11 and 13 


50 " 


X5 


14,16 and 30 


140bars 


xl 


16 


410 " 


X5 


scrolled 


400bdls. 


xiy 


16 


590 " 


x5^ 


14,16 and 30 


120bars 


xiy 


16 


6000bars 


x5y 2 


scrolled 


360bdls. 


xi% 


16 


1000 " 


x6 


14,16 and 30 


260bars 


x\y 2 


16 


9900 " 


x6 


scrolled 


450bdls. 


xl% 


14 and 16 


1200 " 








X2 


14 and 16 


700 " 








x2y 


14 and 16 


740 " 


l-4x H 


14,16 and 30 


135bdls. 


x2y 2 


16 


990 " 


x y 2 


11 and 13 


140 " 


X2% 


14 and 16 


600 " 



Chicago — Joseph T. Ryerson & Son — New Yo 



110 



IN STOCK F O U I M M E D I A T E SHIP M E X T 



MILD STEEL BARS 

CONTINUED 



mm! 




FLATS 

CONTINUED 




!■■ 


Site in 


Length in 


Average 


Siie in 


Length in 


Average 


Inches 


Feet 


Stock 


Inches 


Feet 




5-16x3 


14 and 10 


600bars 


7-16x3*4 


14 and 16 


QObara 


x3Ja 


Hand 16 


185 " 


X3' 2 


Hand 16 


280 " 


x3>. 


14 and 16 


7(H) " 


x4 


14 and 16 


230 " 


x4 


1(3 


305 " 


x4P> 


Hand 16 


230 ■ 


X4^ 


14 and 16 


60 " 


x5 


14 and 16 


230 u 


X5 


16 and 30 


50 " 


x6 


14 and 16 


230 " 


x--) 1 . 


16 


45 " 








x6 


16 and 30 


750 u 


1-2x H 


12 am. 14 


50bdls. 








x :i 4 


12 and 14 


350 ■ 


3-8x Vi 


12 and 14 


142bdls. 


x H 


12 and 14 


2 50 " 


x ^ 


12 and 14 


60 u 


xl 


14 and 16 


2200bars 


x \ 


12 and 14 


190 ■ 


xiN 


14 and 16 


7(H) " 


X ,'s 


12 and 14 


50 " 


Xl 1 ) 


14 and 16 


2920 " 


xl 


14 and 16 


4200bars 


Xl :? s 


14 and 16 


700 u 


xl 1 . 


14 and 16 


800 " 


xV-> 


14 and 16 


3.500 H 


xlh 


14 and 16 


4300 u 


Xl 3 4 


14 and 16 


300 '• 


Xl 3 8 


14 and 16 


2800 " 


X2 


14 and 16 


5500 ■ 


xl 1 ,. 


14 and 16 


8000 " 


x2i 4 


14 and 16 


1400 ■ 


Xl^ 4 


14 and 16 


1300 " 


x2H 


Hand 16 


2320 " 


X2 


14 and 16 


4000 " 


x2 : * 4 


14 and 16 


250 " 


x2X 


14 and 16 


8.50 " 


x3 


14 and 16 


1000 " 


XL". 


Hand 16 


1300 " 


x3 J 4 


14 and 16 


250 " 


x2* 4 


14 and 16 


610 " 


x3'-> 


14 and 16 


320 " 


x3 


Hand 16 


700 " 


x4 


14 and 16 


1110 " 


xV 4 


14 and 16 


140 u 


X4> 2 


14 and 16 


206 B 


>:V-> 


14 and 16 


300 " 


x5 


14, Hi and 30 


900 " 


x4 


14 and 16 


2200 " 


xb\4 


Hand 16 


600 " 


X4H 


14 and 16 


200 " 


x6 


14, 16 and 30 


800 ■ 


x5 


14,16 and 30 


500 u 








xo 1 > 


14 and 16 


500 ■ 








x6 " 


1 4. 16 and 30 


1400 ■ 


9-16x3i 2 

x4 


14 and 16 
14 and 16 


320faan 

200 " 


7-i6x y 4 


11 and 13 


30bdls. 


x4' 2 


14 and 16 


180 " 


x H 


11 and 13 


go ■ 


x5 


14 and 16 


165 " 


xl 


13 


20 ■ 


XG 


1 1 and 16 


150 ■ 


Xl>4 


14 and 16 


UOOfaan 








xlH 


1 1 and 16 


700 " 


5-8x \ x 


12 and 14 


GOObdb. 


. p . 


1 1 and 16 


1000 " 


X 7 « 


12 and 11 


250 " 


■i . 


11 and 16 


S(H) '• 


xl 


1 1 and 16 


220t»n 


x2 


1 1 Mid 16 


230 '• 


xl'. 


1 1 and 16 


300 ■ 


<2H 


1 1 and 16 


510 " 


xl', 


11 and 16 


150 " 




14 and 16 


800 •• 




14 and 16 


050 " 




11 and 16 


200 ' 




1 1 and 16 


1000 " 




14 and 16 


810 " 


x2 


14 and 16 


2000 " 



C h 1 1 a a o foil »• it T . Rtiii 



Nil Y (I R K 



IN STOCK FOR IMMEDIATE SHIPMENT 



ill 



MILD STEEL BARS 

CONTINUED 
FLATS 

CONTINUED 



Size in 


Length in 


Average 


Size in 


Length in 


Average 


Inches 


Feet 


Stock 


' Inches 


Feet 


Stock 


5-8x2^ 


14 and 16 


800bars 


7-8x5^ 


14 and 16 


lOObars 


X2V 2 


14 and 16 


1600 " 


x6 


14 and 16 


150 " 


x2H 


14 and 16 


400 " 








X3 

X3M 

y.m 

X4 

x*V 2 

X5 

X5V 2 

X6 


14 and 16 
14 and 16 
14 and 16 
14 and 16 
14 and 16 
14, 16 and 30 
14 and 16 
16 and 30 


800 " 
200 " 
500 " 
700 " 
120 " 
400 " 
75 " 
175 " 


txiM 

xl3^ 
xlM 

X2 

x2H 

X2V 2 

x2% 
X3 


14 and 16 
14 and 16 
14 and 16 
14 and 16 
14 and 16 
14 and 16 
14 and 16 
14 and 16 


200bars 
300 " 
200 " 
600 " 
100 " 
180 " 
100 " 
400 " 








x3M 


14 and 16 


100 " 


3-4x1 


14 and 16 


450bars 


x&/ 2 


14 and 16 


100 " 


xlH 


14 and 16 


435 " 


X4 


14 and 16 


300 " 


xiM 


14 and 16 


400 " 


X^A 


14 and 16 


150 " 


xiy 2 


14 and 16 


510 " 


X5 


14 and 16 


150 " 


xlH 


14 and 16 


745 " 


x53^ 


14 and 16 


100 " 


X2 


14 and 16 


1090 " 


X6 


14 and 16 


300 " 


X2K 


14 and 16 


450 " 








x2V 2 
X2% 
X3 
x3M 


14 and 16 
14 and 16 
14 and 16 
14 and 16 


420 " 
225 " 
800 " 
145 " 


1 1-8x2 
X3 
x4 


14 and 16 
14 and 16 
14 and 16 


200bars 
200 " 

200 « 


X3^ 


14 and 16 


375 " 








X4 


14 and 16 


600 " 


1 1-4x1^ 


14 and 16 


220bars 


X4^ 


14 and 16 


200 " 


X2 


14 and 16 


200 » 


X5 


14, 16 and 30 


200 " 


x2)^ 


14 and 16 


200 " 


x5V 2 


14 and 16 


120 " 


X3 


14 and 16 


150 " 


X6 


14, 16 and 30 


210 " 


x3^ 


14 and 16 


100 " 








X4 


14 and 16 


150 " 


7-8x1 

xiy 2 
xlH 


14 and 16 
14 and 16 
14 and 16 
14 and 16 


220bars 

335 " 

90 " 

130 " 


x4M 

X4^ 

X5 

x6 


14 and 16 
14 and 16 
14 and 16 
14 and 16 


50 " 

50 " 

100 " 

100 " 


X2 


14 and 16 


400 " 








x2M 


14 and 16 


85 " 


1 1-2x2 


14 and 16 


130bars 


X2V 2 


14 and 16 


300 " 


X2^ 


14 and 16 


100 " 


x2% 


14 and 16 


60 " 


x3 


14 and 16 


150 " 


X3 


14 and 16 


300 " 


x3^ 


14 and 16 


110 " 


xzy 2 


14 and 16 


150 " 


x4 


14 and 16 


100 " 


X4 


14 and 16 


200 " 


x4^ 


14 and 16 


100 " 


x4^ 


14 and 16 


100 " 


X5 


14 and 16 


150 " 


x5 


14 and 16 


180 " 


x6 


14 and 16 


1.50 " 



Chicago — Joseph T. Ryerson & Son — New York 



112 



IX STOCK FOR IMMEDIATE SHIPMENT 



MILD STEEL BARS 

CONTINUED 
FLATS 

CONTINUED 



Size in 


Length in 


avohmbj 


Size in 


Length in 


A vera ire 


Inches 


Feet 


Stock 


Inches 


Feet 


Stock 


1 3-4x3 


Hand 16 


.">Obars 


2x3 


14 and 16 


l^Obar.s 


xZH 


14 and 16 


110 ■ 




14 and 16 


140 " 


x4 


14 and 16 


100 " 


X4 


14 and 16 


150 u 


xo 


Hand 16 


60 " 


xV> 


Hand 16 


125 u 


X6 


Hand 16 


;:» •' 


XO 


14 and 16 


60 ■ 








x6 


Hand 16 


75 " 


2x2i.i 


14 and 16 


170 ■ 


|2 1-2x3 


14. 15'3M0 


KM) " 



••• 



HEXAGONS 



This stock is also carried in a grade corresponding to Free Cutting 
Rounds, page 106, and is well suited for screw machine work. 



Size in 


Length in 


Average 


Bise in 


Length in 


A verage 


Inches 


Feet 


Stock 


Inches 


Feet 


Stock 


H 


18 


30 bdls. 


1M 


18 


220 bars 


A 


18 


30 " 


i \ 


is 


ISO " 


k 


18 


120 " 


m 


is 


KM) " 


*4 


18 


130 " 


m 


is 


100 " 


H 


18 


400 bars 


1 ; 4 


is 


30 • 


l 


IN 


300 " 


w% 


18 


70 " 


m 


18 


140 " 


2 


18 


45 " 







MILD STEEL BANDS 










BANDS 


IN STRAIGHT LENGTHS 










Lineal 




Lineal 


Gauge 


Wi.Ith in 


Length in 


Feet, 


Gauge Width in Length in 


Feet. 


Number 


Inches 


Feet 


Average 


Number Inches 


Fed 


Average 








Stock 








Block 


12 




Hand 16 


48200 


111 


7 K 


14andl6 








1 land Hi 


10800 




1 


Hand 16 


5800 






Hand 14 


14400 




IK 


Hand 16 


8600 




1 


14 and 16 


28700 




i\i 


Hand 16 






I'l 


1 land 16 


17400 




m 


Hand Hi 


8000 




1' > 


Hand Hi 


18200 




p., 


14 and 16 


12200 




1 , 


14 and 16 


9600 




1 ; 


1 land 16 


4000 




2 


l land 16 


ueoo 




2 


Hand 16 


10600 




V/a 


l land 16 


L9800 




•-", 


1 land 16 


•too 






l land 16 


:,:,< n i 




•_■', 


Hand 16 


6600 




3 


1 land 16 


6800 




2M 


1 land 16 


2800 




3| . 


1 land 16 


7000 




3 


Hand 16 


6700 




1 


Hand Hi 


19400 




V-, 

4 


Hand 16 

Hand 16 


4000 

1600 


10 


H 


14 and 16 


44000 




5 


1 land HI 


UK KM) 






Hand 16 


36000 




6 


Hand 16 


:^mm) 




H 


14 and 16 


10600 











C It I . N .. ■ I I : li I . R I i I N YOB* 



IN STOCK FUR 1MM E D I A T E SHIPMENT 



113 




MILD STEEL BANDS 

CONTINUED 
BANDS IN SCROLLS 








Number 






Number 






Number 


Gauge 


Width in 


Bundles, 


Gauge 


Width in 


Bundles, 


Gauge 
Number 


Width in 


Bundles, 


Number 


Inches 


Average 


Number 


Inches 


Average 


Inches 


Average 






Stock 






Stock 






Stock 


12 


V?, 


125 


12 


SH 


330 


10 


2 


800 




% 


100 




4 


135 




2K 


140 




% 


160 










2V?, 


400 




% 


205 


10 


H 


205 




2'H 


190 




1 


370 




V? 


400 




3 


500 




m 


70 




5 A 


500 




3U 


200 




IH 


200 




Vat 


600 




3H 


300 




IV?. 


160 




% 


500 




4 


250 




i% 


95 




1 


1000 




4H 


95 




2 


200 




m 


400 




5 


230 




2H 


40 




m 


500 




5V?, 


205 




2H 


505 




m 


250 




6 


120 




2% 


95 




IV?, 


500 




7 


200 




3 


280 




m 


200 




8 


200 



GALVANIZED BANDS 

We can offer prompt shipment of all stock bands galvanized to 
order. 



STONE SAW BLADES 



Gauge 
Number 


Length in 
Feet 


Average 
Stock 


Gauge 
Number 


Length in 
Feet 


Average 
Stock 


3^x4 
3^x4 


14^ 
15 


70 bdls. 
75 " 


VsX4 


im 


65 bdls. 



BEVEL EDGE WAGON BOX IRON 



Gauge 
Number 


Width in 
Inches 


Average 
Stock 


Gauge 
Number 


Width in 
Inches 


Average 
Stock 


14 
12 




240 bdls. 
160 " 


12 


% 


200 bdls. 



Chicago — Joseph T. Ryerson & Son — New York 



114 



1 N S J O < K FUK 1 M M EDI A 1 1 . SUIT M E N T 



SOFT STEEL HOOPS 



Qmh 


Width, 


Avenge 

StrK-k. 
Bundles 


(iauuc 


Width. 


Avenge 

Stock, 
Bundles 


Gauge 


Width, 


A \ crape 
Stock. 
Bundles 


Number 


Inches 


Number 


Inches 


Number 


Inches 


22 


l> 


400 


19 


13 2 


340 


16 


IH 


100 




y% 


.500 




IH 


500 




V4 


106 




H 


500 


is 


X 


50 


16 


i'> 


300 




V* 


1000 




H 


60 




IK 


140 




l 


500 




% 


195 




2 


180 




1M 


.300 




% 

i 


310 

7."> 




2H 
2H 


100 
110 


20 


1 < 


350 




l'v 


150 




3 


500 




% 
Va 

1 


2(H) 
380 

no 

500 




IS 
2 


290 
200 
230 

l^o 


14 


% 
H 


365 
230 
100 






380 

160 




2", 


295 
93 
85 




Vs 
1 


260 
255 

300 


19 


'. 


50 






IX 


200 




N 


50 


16 


195 




IX 


280 




M 


50 




K 


220 




\H 


110 




% 


50 




H 


310 




2 


150 




l 


300 




H 


508 




2X 


150 




1H 


510 




Vs 


220 




VA 


220 




1M 


820 




1 


145 




3 


190 



No. 14 Gauge hoops furnished in scrolls. All other sizes in coils. 
Galvanized Stock Hoops promptly furnished on order. 



GALVANIZED BARS, BANDS, HOOPS, ETC. 

In oonneetaon with the galvanised angles and gahraniaed aheeta 

which ire carry in st<><k, are have excellent facilities for furnishing 
galvanized channels, bands, hoops and bars, or in fact galvanised 
makii ill of any kind. 

\\c oaa ;ti><> furnish promptly aherar dia ed or electro-plated 

rivets, holts, flanges, etc. 

Galvanized pump rods are carried in stock a g inch, j\ inch and 
1 j inch in diameter, IS fed long. 



CaiiCAoo — Joaara T . R v a a so m I So a N i- w V o » k 



IN STOCK FOR IMMEDIATE SHIPMENT 



116 



COLD DRAWN STEEL 

These are smooth, bright surface, cold drawn bars, finished 
to a variation limit of .015 inch under size. This stock is stored 
in an even temperature and kept carefully oiled to prevent rust, and 
is also kept straight by storage in special racks. 

ROUND SHAFTING 

A medium carbon grade of clean grained steel to give stiff, strong 
shafts that can be readily machined. This stock includes all even 
foot lengths commonly used and permits great saving in waste. 



Length in 



10,12 

10 

10,12,16 

10 

10,12,16 

10 

10,12,16 

10 

10,12,16,20 

10 

10,12,16,20 

10 

10,12,16,20 

10 

10,12,14,16,20... 

10 

10,12,14,16,20... 

10 

10, 12, 14, 16, 18,20, 

24 

10 

10, 12, 14, 16, 20, 24 

10 

12,14,16,18,20,24 

10 

10, 12, 14, 16, 18, 

20,24 

10 

10, 12, 14, 16, 18, 

20,24 

10,12,16,20,24... 
10,12,14,16,20,24 
10, 12, 14, 16, 18, 

20,22,24 

10, 12, 14, 16, 18, 

20,24 

10, 12, 14, 16, 20, 24 
10,12,14,16,20,24 
10, 12, 14, 16, 18, 

20,22,24,28.... 



Avg.St'k 
Lineal Ft. 



40,000 

37,000 
110,000 
52,000 
98,000 
43,500 
76,000 
27,000 
32,000 
27,000 
76,000 
25,100 
24,500 
22,100 
64,000 
19,950 
15,800 
53,000 

54,000 

26,500 

1,200 

8,800 

34,000 

9,900 

5,600 
12,550 

44,600 

2,700 

22,800 

7,500 

31,200 
3,000 
4,800 

10,300 



Diam 
Inches 



IVs 
1H 

IK 

ut 

VA 

m 



2^6 

2Vs 



2Va 

2^ 

2V 2 



2 5 A 
2H 

2% 
2H 
2K 
2H 



3t6 



Length in 
Feet 



Avg.St'k 
Lineal Ft. 



10, 12, 14, 16, 18, 

20,24,28 

12,14,16,20,24... 
10, 12, 14, 16, 20, 24 
10, 12, 14, 16, 18, 

20,22,24,28.... 
10, 12, 14, 16, 18, 

20,24 

16,20,24 

10, 12, 14, 16, 20, 24 
10, 12, 14, 16, 18, 

20,22,24,28.... 
10, 12, 14, 16, 20, 

24,30 

16,20,24 

10, 12, 14, 16. 20, 24 
10, 12, 14, 16, 18, 

20,22,24,28.... 
10, 12, 14, 16, 20, 

24,30 

16,20,24 

10,12,16,20 

10, 12, 14, 16, 18, 

20,22,24,28.... 
10, 12, 14, 16, 18, 

20,24,30 

10, 12, 14, 16, 20, 

24 

10,12,16,20,24... 
12, 14, 16, 18, 20, 

22,24 

10,12,16,20,24... 

16,20,24 

16,20,24 

10, 12, 14, 16, 18, 

20,22,24,28,30. 
10, 12, 14, 16, 18, 

20,22,24,30... 

16,20,24 

10,12,16,18,20... 



Chicago — Joseph T. Ryerson 



Son — New York 



116 I N S rO( K I OB I M M EDI A J' E SHIP M I N T 
COLD DRAWN STEEL — continued 

ROUND SHAFTING-CONTINUED 



Diam. 
Inches 



3A 



a ■ 2 
3A 
3H 
3tt 

3% 
3« 

3>g 
3H 



I>encth in 
Feet 



Ave. Bt'k 
Lineal Ft. 



10. 12, 14, 16, IS, 
20,22,24,28.... 

10,12,16,20 

16, 2<) 

If,. 20. 21 

12, 13, 14, 16, IS, 
20,22,24,28 

10, 12. U. If.. 20. 21 

16,24 

16.20,24 

16,20,24,28 

16,20,24 

If, 21 

16,20,24 

10, 12, 14, 16, 18, 
20,22,24,28.... 



650 
650 
510 
610 

1,100 

600 
200 
100 
200 
100 
210 
300 

750 



Diam.! 

Inches 



4 

4H 
4& 

t't 
4& 

1'.. 

& 

4H 
5 

oi, 

5H 
6 



length in 

I Of t 



Avg.Sfk 
Lineal Ft. 



16,20,21... 

16,21 

12,16,20,21 
Hi. 20, 21 
12,16,20,21 

16,20 

21 



16,24 

12,16,20,24 
12,16,20,24. 

16, 20, 24 ... . 

16,24 

16,20,24... 
16,24 



400 

1.50 

120 

200 

660 

60 

90 

100 

250 

100 

150 

200 

90 

150 



COLD DRAWN FLATS 
We have for immediate shipment a complete range of the standard 
sizes in flats. They are accurately drawn with square edges and 
parallel sides. As the list is a very long one, we have omitted 
them to save space. 

COLD DRAWN SQUARES 



Diam. 

Inches 


Length in 
Feet 


Avi: Bt'k 

Lineal Ft. 


Diain. 

Inches 


Length in 
Feet 


Avg.Sfk 
Lineal Ft. 


A 


10, 12 


15,000 

36,000 

48.000 

24,000 

3,300 

12,000 

2, KM) 

12,000 

4,000 

4,800 

2,500 


15 

16 

1 

IK 
l A 

i\ 
n > 

1*4 


10,12 


300 


A 

i: 


10,12. . 


12,20 


9,000 

500 


10.12 

10,12 


12,20 


12,20 


2,500 


10,12 . 


16 


:,« h i 


10,12. . 


10,12 


320 


10,12 


12,20 


900 


10,12 . 


16 




10,12 


16. . 


160 


10, 12 


16 


160 


Vs 


10.12 





RYERSON "A" COLD DRAWN ROUNDS 
This is a low carbon, . 12 to .20 carbon, cold drawn stool suitable 
fof own hnrdrming requirements. 



Diameter, 


Length in 


Diameter, 


length in 


Diameter, 


Length in 


Inches 


Feet 


Inches 


Feet 


Inches 


Feet 


N 


10 


1A 


10 


1H 


10 


10 




10 


1H 


10 


1 


10 


i, 7 * 


10 


US 


10 


LA 


10 


i'_- 


10 


l 7 s 


10 


l 1 ^ 


10 


i \ 


10 


ifi 


10 


LA 


10 




10 


2 


10 


IX 


10 











<ago — Jouri T. Rtiiioi 



IN STOCK FOR IMMEDIATE SHIPMENT 117 

COLD DRAWN STEEL— continued 
RYERSON" C" COLD DRAWN ROUNDS 

This is a high carbon, . 35 to . 45 carbon, cold drawn steel suitable 
for parts where high elastic limit is desired, such as automobile axles. 



Diameter, 


Length in 


Diameter, 


Length in 


Diameter, 


Length in 


Inches 


Feet 


Inches 


Feet 


Inches 


Feet 


% 


20 


M 


20 


w 


20 


Vs 


20 


1A 


20 


1% 


20 


1 


20 


m 


20 


m 


20 


1& 


20 


i£ 


20 


2 


20 


IVs 


20 











COLD DRAWN SCREW STEEL 
COLD DRAWN ROUNDS 

This is an accurate, bright finish stock for small fittings, bolts, and 
similar work, on automatics and screw machines, where a free cutting 
quality, similar to that of Ryerson Free Cutting Bars, must be com- 
bined with the bright accurate finish of the cold rolled bar. Sizes 
1 inch and smaller, 10 foot lengths; 1 inch and larger, 16 foot lengths. 



Diam. 


Length, 


Avg. St. 


Diam. 


Length, 


Avg. St. 


Diam. 


Length, 


Avg. St. 


Inches 


Feet 


Lin. Ft. 


Inches 


Feet 


Lin. Ft. 


Inches 


Feet 


Lin. Ft. 


-h 


10 


40,000 


n 

16 


10 


2,000 


1A 


16 


1,000 


& 


10 


40,000 


M 


10 


1,250 


IV* 


16 


1,600 


& 


10 


65,000 


U 


10 


8,000 


1^ 


16 


800 


% 


10 


40,000 


25 

n 

16 


10 


1,750 


m 


16 


1,600 


& 


10 


40,000 


10 


4,000 


ifk 


16 


400 


tV 


10 


50,000 


27 
32 


10 


2,750 


w* 


16 


1,600 


11 

32 


10 


30,000 


% 


10 


7,000 


IH 


15 


500 


Vs 


10 


40,000 


29 
32 


10 


2,250 


1% 


16 


800 


M 


10 


25,000 


15 

3? 
32 


10 


2,000 


m 


16 


800 


I 3 * 


10 


10,000 


10 


2,000 


V/h 


16 


1,200 


M 


10 


9,000 


1 


10 


3,000 


Itt 


16 


400 


V?. 


10 


20,000 


1 


16 


3,000 


2 


16 


1,600 


M 


10 


3,000 


1^ 


16 


5,500 


2V* 


16 


1,000 


9 
16 


10 


14,000 


ItV 


16 


1,600 


2H 


16 


800 


19 

32 


10 


2,000 


m 


16 


2,000 


2% 


16 


600 


y* 


10 


9,000 


ifk 


16 


1,600 


2V ?I 


16 


800 


b 


10 


2,750 


IX 


16 


1,600 









COLD DRAWN HEXAGONS 



Diam. 


Length, 


Avg. St. 


Diam. 


Length, 


Avg. St. 


Diam. 


Length, 


Avg. St. 


Inches 


Feet 


Lin. Ft. 


Inches 


Feet 


Lin. Ft. 


Inches 


Feet 


Lin. Ft. 


H 


10 


1,000 


1 


12 


1,600 


1H 


20 


300 


A 


10 


3,000 


liV 


10,20 


3,000 


IV* 


20 


400 


Vs 


12 


4,000 


m 


12,20 


2,000 


in 


20 


60 


tV 


10,12 


5,000 


1*4 


12,20 


1,600 


2 


20 


140 


V?, 


10,12 


10,000 


1% 


10,20 


800 


2V* 


20 


60 


& 


10, 12 


5,000 


W, 


12,20 


800 


2H 


20 


100 


% 


10,12 


5,000 


ifk 


20 


320 


2% 


20 


40 


H 


10,12 


2,000 


IV* 


20 


500 


2V 


20 


100 


% 


10,12 


5,000 


1H 


20 


300 


2*4 


20 


60 


V* 


10,12 


2,000 


1% 


12,20 


800 


3 


20 


60 


15 

T6 


10 


800 















Chicago — Joseph T. Ryerson & Son — New York 



118 



I N S T ( > l K FUR 1 M M J : I > 1 A 1 E S 11 1 1' M E N T 



COLD ROLLED STRIP STEEL 

This is a steel in strip form from G inches to 12 inches width, and 
from .012 inch to .50 or \-i inch thickness; accurate to size with a 
smooth bright surface finish secured by repeated cold rolling and 
annealing. By selection of the base stock and different annealing 
various grades of stiffness and softness are secured. 

By its graded softness it is excellent material for deep drawing, 
forming, press or blanking work and by reason of surface finish 
for brass, nickel-plated and oxidized finish: It is recommended 
for plumbing and shelf hardware; cutlery, bicyle, typewriter, motor- 
cycle fixtures and auto parts, cash registers, metal novelties, etc. 
We suggest sending sample of work and covering the following points: 

1. Quantity — in weight and number of pieces. 

2. Sizes — thickness in decimals of an inch or Birmingham gauge 
numbers; width and length in inches. Stock lengths are furnished 
unless customer specifies cut lengths and assumes charges. 

3. Quality — Grade of hardness and character of work. Special 
lengths, gauges, tempers and widths can be furnished from the mill. 

DEAD SOFT COLD ROLLED STEEL — 8 FOOT LENGTHS 



G inch 

G " 

12 " 

G ■ 

6 " 

12 " 

6 " 

6 " 

ti " 

6 " 

12 " 
8 
<i 



X.500 
X.375 
X.250 
X.250 
X.187 
X.187 
X.165 
X.15G 
x.148 
x.134 
X.125, 
X.12f,l 
X.125I 



G inch 

12 " 

8 ■ 

G " 

12 " 

8 " 

6 " 

12 " 

8 ■ 

6 " 

12 " 

8 ■ 

6 " 



X.120 
x.109 
x.109 
x.109 
x.095 
X.095 
x.095 
X.083 
X.083 
X.083 
X.072 
X.072 
x.072 



12 inch 

8 " 

(i " 

12 " 

8 a 

6 ■ 

12 " 

8 u 

6 u 

12 " 

s " 

6 " 

1 2 " 



X.0G5 8 
X.0G5 G 
X.06512 
X.058 8 
X.058 G 
x.058 12 
X.050 8 
X.050 G 
x.050 12 
X.042 S 
X.042 6 
x. 042 12 
x.035 s 



inch X.03 

u X.035 

" X.032 

■ X.032 
" x.032 

■ X.02S 
" x.028 
" X.02S 
" X.02 

" x.026 

" x.025 

u x.022 

" x.022 



inch X.022 



X.020 

■.0J0 

x.020 
x.ois 
x.ois 
x.ois 
x.016 
X.014 
x.012 



HALF HARD COLD ROLLED STEEL— 6 FOOT LENGTHS 


6 inch X .125 

6 " x .loo 
6 " x .'>'.».-) 
6 " x .088 


G inch X .072 
6 " X .065 
G ■ X .058 


6 inch x .050 j 6 inch x .028 
6 " x .042 1 G u x .025 
6 " x .035 6 " x .020 
6 ■ x .032 | 


HARD COLD ROLLED STEEL— 6 FOOT LENGTHS 


6 inch ■: .125 

t; ■ < .100 
$ " x .095 


6 inch x .083 
8 " X .072 
G " X .065 


(i inch X .058 
6 " < .060 
6 " X.042 

6 u x .035 


ti inch x .032 

ti ■ x .025 
ti •• ■ .028 
6 u X .020 



BpecUJ lengths, gMigec, tempen ami widths can be furnished from 

tin* mill. We recommend that customers describe the work for 
which material is required so that correct grade can be furnished. 



(mi... I in i • Ryiiiom I Soa — N i w York 



IN STOCK FOR IMMEDIATE SHIPMENT 



119 



COLD ROLLED FLAT WIRE 




We can furnish immediately from stock the sizes shown below in 
round edge quality, in straightened twelve-foot lengths or coils. 
This stock is specified not to exceed .002 inches over or under listed 
thickness and .005 inches to .010 inches over or under listed width. 
Special quality, size and finish can be shipped promptly from mill. 

No. 2 or half hard temper. No. 3 Bright Finish. 

No. 4 Round Edge. 



COILS 



AxNo. 16 
J^xNo. 16 
AxNo. 16 
^xNo. 16 



HxNo. 12 
3^xNo. 14 
3^xNo. 16 
^xNo. 20 






inch 

y^xys inch. 

Mx.018inch 

1 X.023 inch 



l^X.025 inch 



STRAIGHTENED AND CUT 



MxNo. 16 


14x^2 inch 


%xNo. 16 


MxNo. 18 


&xNo. 16 


HxNo. 16 


^xNo. 18 


MxNo. 20 


y%yy% inch 


3^xNo. 18 


%xNo. 20 


1 X ts inch 


^xNo. 16 


K2XN0. 20 


%X& inch 


1 x l A inch 


^xNo. 20 


%X& inch 


%XH inch 


1 xNo. 16 


J^xA inch 


5 AxH inch 


%X^2 inch 


1 xNo. 20 


l Ax\4< inch 


%Xt2 inch 


MxNo. 16 









Special lengths, gauges, tempers and widths can be furnished from 
the mill. We recommend that customers describe the work for 
which material is required so that correct grade can be furnished. 



Chicago — Joseph T. Ryerson & Son — New York 



120 I N S I c K FOB 1 M M I. I > I A T E SHIP II I N 1" 

TOOL STEEL 

Our stock of tool steel comprises all the commonly used sizes of 
various grades, in ample quantity to insure immediate shipment. 
For the convenience of the trade we have shown a summary of the.-- 
sizes. By means of a complete electrical hardening furnace our 
tool steel department can harden bars or customers' tools at small 
extra charge. Complete details in our Technical Library No. Ten. 

When ordering always state for what purpose steel is to be used 
to enable us to send proper temper. 



SPECIAL HIGH SPEED TOOL STEEL 

See page 1020 for Forging and Hardening. 

Uses: For lathe, planer, boring, slotting and other Touching tools; 
also twist drills, milling cutter, taps, reamers, punches, hot shearing, 
drawing dies, stamping dies, threading dies, etc. 

Rounds — 34 inch to 1 inch by 32nds. 
Rounds — 1 inch to 3 inches by 16ths. 
Rounds — 3 inches to 7 inches by 4ths. 
Squares — ys inch to'l inch by 16ths. 
Squares — 1 inch to 4 inches by 8ths. 
Flats — }i x 3 2 inch to \ l /2 x 3 inches by 16ths. 

Sizes not shown, furnished promptly from mill stock. 

HIGH SPEED TOOL STEEL 

See page 1020 for Forging and Hardening. 

Usee: Same as Special High Speed Tool Steel, and recommended 
where shops are not equipped to work Special High Speed to its full 
capacity. 

Rounds — 34 inch to 1 inch by 32nds. 

Rounds — 1 inch to 3 inches by loths. 

Rounds — 3 inches to 7 inches by 4ths. 

Squ a res A i ncn *° 1 inch by lnths. 

Squares — 1 inch to 4 inches by Sthfl. 

Flats — 1 i x 3 2 inch to 13 2*3 inches by liiths. 

• 8 not shown, furnished promptly from mill stock. 
RYERSON MILL TREATED TOOL STEEL 

High speed steel, alreadj hardened, two-foot bars. All standard 

>r tool hold 



RYERSON TOOL HOLDER BITS 

High speed steel, eireadj haninnnd. toot-holder lengths. All 
« tool hold 

C ■ I C ' I • K V 1 | w Y <• K K 



IN STOCK FOR IMMEDIATE SHIPMENT 131 
TOOL STEEL 

CONTINUED 

XXX CARBON TOOL STEEL 

See page 1020 for Forging and Hardening. 

Uses: For Finishing Tools for lathe and planer, also high grade 
wood working tools, shear blades, punches, taps, reamers, and all 
kinds of stamping, drawing, threading dies, etc. 

Rounds — 34 inch to 1 inch by 16ths. 

Rounds — 1 inch to 3 inches by 8ths. 

Rounds — 3 inches to 7 inches by 4ths. 

Squares — 34 inch to 1 inch by 16ths. 

Squares — 1 inch to 4 inches by 8ths. 

Flats — }/& x % inch to 2 x 3 inches by 16ths. 
Sizes not shown, furnished promptly from mill stock. 

XX CARBON TOOL STEEL 

See page 1020 for Forging and Hardening. 

Uses: A medium grade steel for wood working tools, shear blades, 
punches, rivet sets, chisels, lathe finishing tools, taps, reamers, draw- 
ing, stamping, threading and all kinds of dies, etc. 

Rounds — 34 inch to 3 inches by 16ths. 

Rounds — 3 inches to 7 inches by 8ths. 

Squares — 34 inch to 2 inches by 16ths. 

Squares — 2 inches to 6 inches by 8ths. 

Octagons — 34 inch to 2 inches by 16ths. 

Hexagons — Y inch to 2 inches by 8ths. 

Flats— Ys x % inch to 2}/ 2 x 10 inches by 16ths. 
Sizes not shown, furnished promptly from mill stock. 

X CARBON TOOL STEEL 

See page 1020 for Forging and Hardening. 

A standard steel for chisels, crowbars, track tools, smith shop tools, 
swages, rivet sets and boiler maker tools, etc. 

Rounds — 34 inch to 2 inches by 16ths. 
Rounds — 2 inches to 6 inches by 8ths. 
Squares — 34 inch to 1 inch by 16ths. 
Squares — 1 inch to 3 inches by 8ths. 
Octagons — 34 inch to 2 inches by 16ths. 
Hexagons — ^ inch to 2 inches by 8ths. 
Sizes not shown, furnished promptly from mill stock. 

DRILL STEEL 

See page 1020 for Forging and Hardening. 
Used for rock and mining drilling. 

Rounds— 3^ inch to 2 inches by 16ths. 

Octagons — ^ inch to 2 inches by 16ths. 
Sizes not shown, furnished promptly from mill stock. 

Chicago — Joseph T. Ryerson & Son — New York 



1»3 IN STOCK FOR (MMEDIAT E S TT I V M E N T 

"ULSTER" SPECIAL STAYBOLT IRON 

"ULSTER" ENGINE BOLT IRON 

"T TLSTER" is one of the oldest brands of iron made in the 
^ United States. Its superior quality has long been acknowl- 
edged on account of its solidity, toughness, strength and reliable 
uniformity. "Ulster" is well adapted to all uses, but is peculiarly 
suited to meet conditions where requirements are exacting. It 
will stand nearly its TENSILE STRENGTH before stretching— 
certainly a wonderful showing of tenacity and toughness of fiber. 

The reputation of "Ulster" and "Ulster Special" iron is secure, 
founded on the always dependable and consistent care that is taken 
in procuring superior materials for their manufacture and then 
in giving them a uniform and thorough working. Ductility is not 
sacrificed to excessive tensile strength, nor is the solidity or strength 
of the iron sacrificed to excessive softness or facility in mechanical 
working. "Ulster" is well known and appreciated for its relia- 
bility in workshops of the prominent railroads, engine builders, 
boiler makers and machinists. "Ulster" is constantly proving 
it3 reputation. 

"Ulster" tested in the original section will show a minimum 
tensile strength of 48,000, or if desired 50,000; a minimum elongation 
of 25 per cent in 8 inches and an elastic limit of not less than 35,000 
for section \ l /i inches round and under. 

"Ulster" Special Staybolt Iron is the highest grade of staybolt 
iron made. In construction this iron has a full, coarse fiber and is 
of as high tensile strength as is compatible with this grade of material, 
none of it being less than 48,000, and a large proportion of the output 
is furnished on specifications requiring 50,000 tensile as the minimum. 
Elongation is 28 per cent, though a large proportion of the output 
is furnished on specifications requiring 30 per cent as the minimum 
with an elastic limit fully 70 per cent of the ultimate tensile; in 
fact in staybolt sizes up to Vi inches round we have no difficulty in 
obtaining a minimum 35,000 when tested in the original section. 
Both "Ulster" and "Ulster Special" will stand bending double 
flat on itself without showing fracture or flaw. 

The test figures above mentioned are for the usual round iron 
in customary sizes for staybolt and engine bolt purposes when betted 
in the original section. Fur other sections, such as flats, squares, 
hexagons or sections that arc reduced in area for testing purposes, 
the usual allowances from any of the above physical factors should 
lit- made. 

Ciicaqo i i !• m T. RvseeftM I s o n — N i w \ <> * k 



IN STOCK FOR IMMEDIATE SHIPMENT 



133 



ULSTER SPECIAL STAYBOLT IRON 



Sizes 


Average 
Stock 


Sizes 


Average 
Stock 


Sizes 


Average 
Stock 


X Round 

% « 

X " 

15 « 
16 
1 


150 bars 
395 " 
250 " 
265 " 
150 " 
160 " 


lrg- Round 

13 a 

IX « 

15 U 
X 16 


140 bars 
600 " 
350 " 
680 " 
100 " 
255 " 


\Y 2 Round 

IX " 

m ■ 

2 


160 bars 
110 " 

60 " 
120 " 

50 " 



Length varies from 15 to 17 feet. 



ULSTER ENGINE BOLT IRON 



Sizes 


Average 
Stock 


Sizes 


Average 
Stock 


Sizes 


Average 
Stock 


Y% Round 


20bdls. 


1 Round 


680 bars 


IX Round 


135 bars 


X " 


35 " 


1A " 


150 " 


1% " 


135 " 


X " 


45 " 


IX " 


570 " 


m " 


160 « 


11 « 

16 


20 " 


1A " 


420 ■ 


2 


120 " 


H " 


840 bars 


IX " 


310 " 


2X " 


100 " 


H " 


140 " 


IX " 


210 " 


2X " 


90 " 


X " 


7000 " 


XX " 


180 " 


3x1 Flat 


70 " 


15 U 
16 


330 " 











Length varies from 15 to 17 feet. 



SIZES OF ULSTER AND ULSTER SPECIAL WHICH 
WE CAN FURNISH FROM MILL 

ROUNDS 

X to 4 inches in diameter varying by sixteenths. 

SQUARES 

X to 4 inches in diameter varying by sixteenths. 



FLATS 



%%X inch to 8 x \X inch. 



Chicago — Joseph T. Rverson & Son — New York 



124 



X OCK F R I M M 1. D I A 1 I. S II I V M E N 1 



XX ENGINE BOLT IRON 

This is a clean, solid, uniform iron, free from cracks, flaws and 
seams, and one which is manufactured expressly for engine bolt 
purposes. 

The iron is regular in quality and will take a full dean thread. 
The standard iron has minimum tensile strength of 5o,000 pounds per 
square inch and elongation of not less than 2.V , in S inches. We, 
however, can furnish iron t«> meet special requirements, if desired. 

ROUNDS 
SIZES 



H 


b4 


44 
64 


1 .'.' 


1A 


-Yo 


3A 


A 


i : 


i 2 


1A 


i\ 






H 


14 


5JL 

n 

16 


1A 


1« 


2H 


3tt 


A 


64 


IH 


1*4 




■r^ 


H 


H 




IH 


2H 


3H 




H 


■1 
n 


LA 


l : s 


-^ 






H 


5S 

64 


lS 


LH 


-16 


3H 






Vs 


1 ] 4 


2 


3 


4 






64 


1 1 

1 1 - 


2A 


3A 


♦A 




U 




1 h 


2H 


3H 


4H 




4 1 

n 


64 


m 


2A 




1'4 


A 


1 1 

it 


[I 

16 




2M 


•:', 


4H 


u 

64 


H 


61 
64 


i \ j 






1 ■, 


I-' 


i i 
n 




ia 








•1 
64 


64 


6 1 
6 1 


ifl 


2A 


3A 






:< 4 




p > 


2>., 


3 ' .! 





HEXAGONS 
SIZES 





1 5 

n 


H 


>7 

1 .' 


l l s 


Wi 


l's 




S 


ii 




LA 


i* 


u;: 


1; 


H 


H 


H 


i'» 


2 


a 


ii 


H 


i - 






A 


5 « 


I A 


lA 


i« 





\\Y cntlr:iv..r t.» Garry ■ full num.- of si/..-; in -t...k for immediate 

shipment 



1 | ii T 



U v 



\ i ■ w Von 



IN STOCK FOR IMMEDIATE SHIPMENT 



125 



••< 


gfe MERCHANT 


BAR IRON dM 


>•• 


IP ROUNDS 


m 


Diameter, 


Length in 


Average Stock 


Diameter, 


Length in 


AverageStock 


Inches 


Feet 


Lineal Feet 


Inches 


Feet 


Lineal Feet 


% 


14 and 16 


1700 


m 


14 and 16 


12000 


H 


14 and 16 


2800 


IH 


14 and 16 


13000 


% 


Hand 16 


7600 


W 


14 and 16 


3500 


% 


14 and 16 


7600 


m 


14 and 16 


3000 


% 


14 and 16 


10000 


m 


14 and 16 


4000 


l 


14 and 16 


16000 


2 


14 and 16 


1500 



SQUARES 



Diameter, 


Length in 


Average Stock 


Diameter, 


Length in 


AverageStock 


Inches 


Feet 


Lineal Feet 


Inches 


Feet 


Lineal Feet 


Vs 


14 and 16 


4000 


m 


14 and 18 


6000 


H 


14 and 16 


4000 


m 


14 and 16 


1200 


5 A 


14 and 16 


5500 


V4 


14 and 16 


900 


H 


Wand 18 


13000 


m 


14 and 16 


600 


% 


14 and 18 


16500 


2 


14 and 16 


350 


1 


14 and 18 


7000 









mmW 


m FLATS « 
Bl Lengths, 14 and 16 Feet. M 


■ ■■ 


Size 


AverageStock 
Lineal Feet 


Size 


AverageStock 
Lineal Feet 


Size 


Average Stock 
Lineal Feet 


1-4x1 
xlH 

xiy 2 
xm 

X2 

x23^ 

X3 

X3^ 

X4 

X5 

x6 

5-16x1 
xlH 

xiy 2 

X2 

X2V 2 

X3 

xsy 2 

X4 
X5 

3-8x1^ 

xiy 2 

xl% 


4250 

4000 

8750 

7000 

8000 

10000 

9000 

5000 

2800 

900 

600 

4000 
5000 
9000 
2500 
1800 
1000 
1000 
400 
400 

5000 
3500 
2200 


3-8x2 

X2^ 
X3 

x33^ 
X4 
X4^ 
1-2x1^ 

x\y 2 

xl% 
x2 

x2y 2 

X3 
x33^ 
X4 
X5 
X6 
5-8x1^ 
xlj^ 

xm 

X2 

x2^ 

X3 

X3^ 

X4 


3000 
2800 
2800 
2700 
1500 

700 
1600 
2500 
1800 
3000 
2750 
2000 
1800 
1500 
1500 

450 
1000 
6000 
3200 
1850 
2000 
1800 
1800 
1600 


3-4x1^ 
X2 

X23^ 
x3 * 

xzy 2 

x4 
X5 

X5^ 
x6 

7-8x13^ 
XlH 
X2 
x2^ 

urn 

xm 

X2 

x2y 2 

X3 

xsy 2 

x4 
X5 
x6 
Conti 


2800 

3000 

1500 

2200 

1050 

800 

800 

650 

350 

1600 

2500 

2000 

800 

500 

450 

1400 

1500 

900 

1300 

1200 

200 

250 

nued 



Chicago — Joseph T. Ryerson & Son — New York 



126 



I N S T O C K FOR I M M K I) I A T I. S H I P M E N T 



GENUINE SWEDISH OR NORWAY IRON 
ROUNDS 



A 


A 


H 


Wx 


ih 


2X 


l A 


m 


Vs 


1% 


•i 


3 


A 


9 


1 


v> 


2H 


3H 


^ 


H 


i 1 , 


l% 


•-", 


4 



SQUARES 



M 


H 


n 


1 3 8 


2 


3 


A 


A 


l 


IV2 


2H 


3H 


Vs 


N 


IH 


m 


2H 


4 


A 


H 


iM 


1 3 4 


VH 





FLATS 



3-16x H 


5-16x ^ 


3-8xV> 


l-2x2i,, 


5-8x3' i 


7-8x1 


X % 


X 3 4 


Xl :i 4 


x23 4 


x4 


xlH 


x % 


X J« 


x2 


x3 


x4' 2 




xl 


xl 


x2i 4 


xVi 


x5 


<IH 




xl^ 


X^H 


x4 


x6 


xlH 


1-4x y 2 


xlk 


x2 3 4 


x4F, 




x2 


x ^ 


xl^ 


x3 


xo 


3-4x1 


x2i 4 


X 3 4 


xl 3 4 


x%H 


x6 


xlH 


x2' 2 


X % 


*x2 


X4 




Xl'4 


x3 


xl 


x2H 


X5 


5-8x H 


Xl>2 


x3>-> 


xlH 


x2H 


x6 


x 7 8 


Xl 3 4 


x4 


xl' 4 


x3 




xl 


X2 




XlH 




1-2x 3 4 


Xl>8 


x2H 


1xl>_, 


xlh 


3-8x i. 


x U 


xl' 4 


X2\i 


xlH 


x2 


x H 


xl 


xVA 


x23 4 


x2 


■-", 


X U 


xlH 


Xl 3 4 


x3 


x2H 


•- 1 , 


X '„ 


■i 1 , 


x2 


x3> 2 


x3 


x3 


xl 


xV, 


x2H 


x4 




X4 


Xl's 


xlH 




x4' 2 


X4 




•1', 


X2 


x2 3 4 


xo 


x5 


5-16x }■> 


xlH 


x2», 


x3 


xG 





The above stock is carried in random lengths which range from 
10 t<» 1»> feet. If certain lengths MM ordered we will try fed select 
l»:irs in lengths :is specified, but can not guarantee to ship exact 
lengths. 

Classification, see section 8. 



ii i ( \ c. ,. Jotir ■ I Rrtiioi Sr S -- Hi W York 



IN STOCK FOR IMMEDIATE SHIPMENT 127 
STEEL TIRE 

ROUND EDGE. MEASURED ON THE FLAT 



Size 


Lengths 


Size 


Lengths 


Ax % 


12' and 13' 6" 


Kx4 


10', 12' and 15' 


Ax % 


12' and 13' 6" 


Axi^ 


11' 8", 13' 6" and 14' 8" 


Axl 


12' and 13' 6" 


Axi% 


10'6",11'8", 13' 6" and 


Mx % 


12' and 13' 6" 




14' 8" 


Ux % 


12' and 13' 6" 


Ax2 


10' 6", 11' 8", 13' 6" and 


Hxl 


12' and 13' 6" 




14' 8" 


Ax Vs 


12' and 13' 6" 


MxiH 


12' and 15' 


Axl 


12' and 13' 6" 


5 Axiy 8 


10', 6" 11' 8", 13' 6" and 


AxlH 


12' and 13' 6" 




14' 8" 


Axl^ 


12' and 13' 6" 


5 AxlH 


10' 6", 11' 8", 13' 6" and 


Ax33^ 


10', 12' and 15' 




14' 8" 


Hxl 


12' 6" and 13' 6" 


%x2 


10'6",ll'8",13'6"and 


%x\% 


12' 6" and 13' 6" 




14' 8" 


VsxiH 


12' 6" and 13' 6" 


5 Ax2H 


10' 6", 11' 8" and 14' 8" 


%*m 


12' 6" and 13' 6" 


5 Ax2y 2 


11' 8", 14' 8" 


VsxVA 


12' and 15' 


5 AxZ 


10'6",ll'8"andl4'8" 


VsxlH 


12' and 15' 


5 Axzy 2 


10' 6", 12' and 15' 


*Ax2 


12' and 15' 


5 Ax4: 


12' and 15' 


%x2y 2 


10', 12' and 15' 


%xiy 2 


10' 6", 12' and 15' 


v*x3 


10', 12' and 15' 


KxlH 


10'6",ll'8",13'6"and 


Vsxsy 2 


10', 12' and 15' 




14' 8" 


%X± 


10', 12' and 15' 


%x2 


10'6",ll'8",13'6"and 


AxiM 


12' 6" and 13' 6" 




14' 8" 


Axl^ 


12' 6" and 13' 6" 


%X2H 


10' 6", 11' 8", 13' 6" and 


Axi3^ 


12' 6" and 13' 6" 




13' 8" 


Ax2 


12' and 15' 


Hx2y 2 


10' 6", 11' 8" and 14' 8" 


Ax3 


10', 12' and 15' 


%x2% 


10' 6", 12' and 15' 


V2XIH 


12' and 15' 


3 4x3 


10'6",ll'8"andl4'8" 


V2xiy 2 


10'6",ll'8",13'G"and 


%xzy 2 


10'6",ll'8"andl4'8" 




14' 8" 


Mx4 


10'6",ll'8"andl4'8" 


y*xv>A 


10'6",ll'8",13'6"and 


7 Ax2 


12' and 15' 




14' 8" 


7 Ax2y 2 


10' 6", 12' and 15' 


l Ax\% 


10' 6", 11' 8", 13' 6" and 


Ax2% 


10' 6", 11' 8" and 14' 8" 




14' 8" 


7 AxS 


10' 6", 11' 8" and 14' 8" 


y 2 x2 


10' 6" 11' 8", 13' 6" and 


7 Axsy 2 


10' 6", 11' 8" and 14' 8" 




14' 8" 


7 Ax4: 


10'6",ll'8"andl4'8" 


1 Ax2y 4l 


12' and 15' 


1 x23^ 


10' 6", 12' and 15' 


l Ax2A 


10', 10' 6", 12' and 15' 


1 X2% 


10' 6", 12' and 15' 


l Axzy 2 


10', 12' and 15' 


1 X3 


10' 6", 12' and 15' 


l Axzy 2 


10', 12' and 15' 


1 X4 


10' 6", 12' and 15' 



Chicago — Joseph T. Rye 



Son — New York 



128 IN STOCK F ( ) R IMMI'.DIAT E SHIP M I- N T 



i^xA. 



ICE SLIDE STEEL 

12, 14, 16 foot lengths 



CONCAVE — CONVEX 
SLED SHOE STEEL 



2 x :i s 10 feet 

16 



2 l Ax X 16 

3 x H 10 

3^x 3 « 10 



4 x H. 

vax y 2 . 

4 x H- 



w feet 

9 ■ 

10 •• 
«> •• 



Ends an* forged concave — convex. 



RUBBER TIRE CHANNELS 



[neb 


Estimated Weight jx-rl«M,t 


Lcagtb 


l 

IK 


.51 

(is 

99 

1.19 


11' and 12' 
11' and 12' 

11' Mild 12' 

11' and 12' 
ll'0"andl2'6' 



2y 4 i 



SCREEN BARS 
;;. 53 pounds per toot 



10 fool Inigtha 



SCREEN BARS 
DOUBLE BEVEL 

4x& 54,60 foot lengths 

3.61 poundi per foot 

PACKERS CARRIER TRACK 

ill) 10 foot lengths 



in ic ag J ira r. Rvti ir Yo * x 



IN STOCK FOR IMMEDIATE SHIPMENT 



201 



STRUCTURAL SHAPES 



These structural shapes are of O. H. Steel and meet Manufac- 
turers' Standard Specifications for structural steel, with a tensile 
strength of 60,000 to 70,000 lbs. per square inch, and are recom- 
mended for building, bridge and general structural work. 



I 



T BEAMS 



I 



Size, 


Weight 


Lineal Feet, 


Size, 


Weight 


Lineal Feet, 


Depth 


per Foot 


Average 


Depth 


per Foot 


Average 


in Inches 


in Pounds 


Stock 


in Inches 


in Pounds 


Stock 


3 


5V 2 


16000 


10 


35 


6800 




m 


9600 




40 


3000 


4 


w* 


14000 


12 


31H 


16000 




m 


3000 




35 


2400 




ioy 2 


2000 




40 


4200 


5 


14M 


19500 
2000 
5400 




45 
50 
55 


2300 
1900 
2600 


6 


12H 

17M 


33000 
1000 
4200 


15 


42 
50 
55 
60 


16000 
1000 
2000 
3200 


7 


15 


9000 




70 


1300 




17^ 


1000 




80 


2000 




20 


2400 




100 


1800 


8 


18 


30000 


18 


55 


12000 




2oy 2 


1800 




65 


2400 




23 


5500 




70 


1000 




253^ 


2800 




75 


2500 


9 


21 


18000 




90 


2750 




25 


' 3600 


20 • 


65 


6100 




30 


1800 




80 


3200 




35 


3600 




100 


1000 


10 


25 


18000 


24 


80 


4200 




30 


3600 




100 


1300 



Length of 3 and 4 inch beams, 3 to 50 feet; 5 to 12 inch, inclusive, 
3 to 60 feet; 15 to 24 inch, inclusive, 3 to 65 feet. 



Chicago — Joseph T. Ryerson & Son — New York 



202 1 N STO< K F OB I M M EDI A T E SHIP II E N T 

STEEL CHANNELS 



[ 



] 



fin, 


Weight 


Lineal Feet, 


Size, 


Weicht 


Lineal Feet. 


Depth 


per Foot 


Average 


Depth 


per Foot 


Average 


in Inches 


in Pounds 


Stock 


in Inches 


in Pounds 


Stork 


3 


4 


18000 


9 


13H 


9600 




6 


7200 




15 


1000 


4 


5X 


34000 




20 


1000 




VA 


3000 




25 


1300 




7X 


3600 


10 


15 


9800 


5 


&A 


26700 




20 


4200 




9 


1800 




25 


2400 


6 


8 


6000 
28000 




30 
35 


1800 
3000 




10^ 


3900 


12 


20H 


4800 




13 


3400 




2.") 


1200 




\hV 2 


2900 




30 
35 


3300 
3000 


7 




14500 
4200 




40 


2200 




n :i . 


3800 


13 


32 


1000 




u\i 


1000 


15 


33 


5100 




\$H 


3600 




35 


2000 


S 


\\v A 


22000 




40 


1100 




1SH 


11000 




45 


1000 




16^ 


S400 




50 


1200 




1**4 


2400 




55 


1000 




2V/ A 


4800 









Length of 3 and 4 inch channels, 3 to 50 feet; other sizes, 3 to 60 
feet. 



c 



SMALL STEEL CHANNELS 



] 





Weight 


Lineal Feet, 




Weight 


Lineal Feet, 


fin 


l*r Foot 


A vcrage 


Size 


per Foot 


Average 




in Pounds 


Stork 




in Pounds 


Stock 


'.,,>, <W 


.28 


40000 


IHx M*K 


1.12 


30000 




.41 


85000 


V>x 


1.53 


14000 




JS2 


100000 


1'l'X AxH 
IHx 


1.68 


20000 




.:,<; 


182000 


1.17 


20000 




.♦•,'.» 


B7M0 


l'jxl',- A 


2.63 


172000 


1 > 




10000 


2 x AxA 

2 x 


1.90 


10100 


l xMxH 




S7000 


2.18 


17000 


IHxAxA 


lit; 


'.MiOOO 


2 xl xA 


2.40 


:.7000 


101 


140m 


% xA 


2.27 


37000 



Length* 20 and 26 feet. 

mill. *20 feet only. 



Ckn furnish ot lu-r hiz«-s promptly from 



Chicago — loiiri T . RTIIIOI ft So n — N |i Your 



IN STOCK FOR IMMEDIATE SHIPMENT 



203 



L 



EQUAL LEG STEEL ANGLES 



BAR SIZES MILD STEEL 



J 



Sizes 


Weight per 
Foot in 
Pounds 


Stock Length 
in Feet 


Lineal Feet, 
Average 
Stock 


y 2 x y 2 xy 8 
5 Ax y 8 xy 8 
Hx %xy 8 
y*x %x% 


0.38 
0.48 
0.59 
0.7 


20 and 22 
20 and 22 
20 and 22 
20 and 22 


65000 

66000 

220000 

110000 


i xi xy 8 

1 xl Xttt 
1 xl x x A 


0.8 

1.16 

1.49 


20 and 22 
20 and 22 
20 and 22 


240000 
90000 
65000 


vAx\y±xy 8 

lMxl^xA 

vAx\y±xy± 


1.01 
1.48 
1.92 


20 and 22 
20 and 22 
20 and 22 


107000 

142000 

37000 


vAx\y 2 xy 8 

VAx\y 2 x& 
VAxlAxH 

i l Axiy 2 x& 
mxiy 2 xy 8 


1.23 

1.8 
2.34 
2.86 
3.35 


20 and 22 
20 and 22 
20 and 22 
20 and 22 
20 and 22 


150000 

180000 

82000 

70000 

90000 


i%x\Hxy 8 

IMxIMxA 
lMxlMx^ 
lMxlMx^ 


1.44 
2.12 
2.77 
3.39 


20 and 22 
20 and 22 
20 and 22 
20 and 22 


60000 
52000 
25000 
36000 


2 x2 xH 
2 x2 xA 
2 x2 xH 
2 x2 xA 

2 x2 xy 8 


1.65 
2.44 
3.19 
3.92 
4.7 


20 and 22 
20, 22, 30 and 40 
20, 22, 30 and 40 
20, 22, 30 and 40 
20, 22, 30 and 40 


56000 
95000 
240000 
86000 
17000 


2Mx2MxA 
2}4x2HxH 

2Kx2Mx& 


1.86 
2.75 
3.62 
4.5 


20 and 22 
20 and 40 
20, 22, 30 and 40 
20, 22, 30 and 40 


36000 
39000 
38000 
13000 


2^x23^xK 

2y 2 x2y 2 x& 
2y 2 x2y 2 xH 
2y 2 x2y 2 x& 
2y 2 x2y 2 xy 8 


2.08 

3.07 

4.1 

5.0 

5.9 


20 and 22 
20, 22, 30 and 40 
20, 22, 30 and 40 
20, 22, 30 and 40 
20, 22, 30 and 40 


57000 

57000 

136000 

104000 

72000 



Chicago — Joseph T. Ryerson & Son — New York 



204 



I N S T D l K 1 u K 1 M M I. D I A T E S 11 ll'MENT 



L 



EQUAL LEG STEEL ANGLES 

CONTINUED 

O. H. STRUCTURAL — MANUFACTURERS' STANDARD 



J 



Sizes 


Wright per 
Foot in 


Stork Lttgtfa 

in Fcot 


Lineal Feet, 
Average 




Pounds 


Stock 


•3 x3 xH 


2.5 


20 


2:>m 


*3 x3 xA 


3.71 


20 


61000 


3 x3 x 1 . 


4.9 


3to60 


12100 


3 x3 xA 


6.1 


3 to 60 


14000 


3 x3 x 3 s 


7.2 


3 to 60 


18000 


3 x3 xA 


8.3 


3 to 60 


3700 


3 x3 xV 2 


9.4 


3 to 60 


14600 


3 x3 x% 


11.5 


3 to 50 


11500 


VAxVAxX 


5.8 


3 to 60 


11800 


3Hx33^Xt\ 


7.2 


3 to 60 


3000 


VAxVAxH 


8.5 


3 to 60 


5500 


SVoxSVoX^ 


9.8 


:; to 60 


4200 


VAxVAy>A 


11.1 


:; t<» 60 


4800 


VA-xVAxVs 


13.6 


3 to 60 


2800 


4 x4 X\L 


6.6 


3 to 60 


5000 


4 x4 xtV 


8.2 


3 to 60 


19000 


1 x4 x% 


9.8 


3 to 60 


3600 


4 x4 XtV 


11. A 


:-! to 60 


6600 


4 x4 x l A 


12.8 


3 to 60 


9000 


4 x4 


15.7 


•A to 60 


8400 


4 x4 xH 


18.5 


:> to 60 


8500 


5 x5 x*s 


12.:; 


3 to 60 


1000 


5 x5 xVi 


16.2 


:> t.» m 


3000 


5 x5 x 5 A 


20.0 


a to go 


3500 


6 x6 


L4.9 


3 to 80 


5400 


6 x6 XrV 


17.2 


:; to 80 


3600 


G xG XX 


l'.Ui 


3 t..i>n 


7600 


6 xG 


21.9 


:i to 60 


3500 


6 xG 


24.2 


3 to 60 


7800 


6 xG 


28.7 


:; to 80 


6100 


6 x6 




3 to 60 


(1700 


8 x8 


26.4 


a t«> 60 


1900 


8 x8 


38.9 


3 to 60 


3000 


8 x8 xH 


45.0 


8 to 60 


1000 



ilea -Mild Steel. 



CBICAOO I ■■ ■ i r ii I 






\ i w York 



IN STOCK FOR IMMEDIATE S II 1 P M E N T 



205 



L 



UNEQUAL LEG STEEL ANGLES 

O. H. STRUCTURAL— MANUFACTURERS' STANDARD 
BAR SIZES — MILD STEEL 



J 



Sizes 


Weight per 
Foot in 
Pounds 


Stock Length 
in Feet 


Lineal Feet, 

Average 

Stock 


1 x 5 Axy 8 
Wsx 7 AxH 


0.64 
0.91 


20 and 22 
20 and 22 


85000 
17500 


2 xiy 2 xy 8 

2 xl^x^ 
2 xVAxU 


1.44 
2.12 

2.77 


20 and 22 
20, 22, 30 and 40 
20, 22 and 30 


10000 

120000 

38000 


2y 2 x2 x& 
23^x2 xH 

2y 2 x2 x^ 

23^x2 x% 


2.75 
3.62 
4.5 
5.3 


20, 22, 30 and 40 

20, 22, 30 and 40 

20, 22, 30 and 40 

3 to 40 


65700 
39000 
46000 
22000 


*3 x2 XxV 
3 x2 xy 
3 x2 xA 
3 x2 xV 8 


3.07 

4.1 

5.0 

5.9 


3 to 60 
3 to 60 
3 to 60 
3 to 60 


32000 

33000 

7800 

10800 


3 x2y 2 xH 
3 x2y 2 x^ 

3 x2y 2 x% 


4.5 
5.6 
6.6 


3 to 60 
3 to 60 
3 to 60 


42000 

12000 

3600 


sy 2 x2y 2 xy 
zy 2 x2y 2 x& 
zy 2 x2y 2 x% 
sy 2 x2y 2 xy 2 
sy 2 x2y 2 xy 8 


4.9 
6.1 
7.2 
9.4 
11.5 


3 to 60 
3 to 60 
3 to 60 
3 to 60 
3 to 60 


25000 
8000 
6000 
1000 
1100 


3^x3 xA 
33^x3 xV 8 

sy 2 xs xy 2 


6.6 

7.9 

10.2 


3 to 60 
3 to 60 
3 to 60 


18000 
3000 
1000 


4 x3 x& 

4 x3 xVs 
4 x3 XtV 
4 x3 x3^ 
4 X3^X^ 


7.2 
8.5 
9.8 
11.1 
9.1 


3 to 60 
3 to 60 
3 to 60 
3 to 60 
3 to 60 


24000 

17000 

2400 

5400 

6600 


4Kx3 x% 
5 x3 Xjs 
5 x3 xVs 
5 x3 x3^ 


9.1 

8.2 

9.8 

12.8 


3 to 60 
3 to 60 
3 to 60 
3 to 60 


3500 

9300 

11000 

4200 



* This and smaller are Bar sizes. 



Chicago — Joseph T. Ryersqn 



Son — New Yor 



206 



IN STOCK 1 <)K I M M E 1 ) 1 A T E SHIP M I. N T 



L 



UNEQUAL LEG STEEL ANGLES 

CONTINUED 

O. H. STRUCTURAL MANUFACTURERS - STANDARD 



J 



Sizes 


Weight per 
Foot in 


Stock Length 
in Feet 


Lineal Feet. 
Average 




Pounds 


Stock 


5 X3J*X* 


8.7 


3 to 60 


8400 


5 xMxK 


10.4 


3 to 60 


9000 


5 x3^XtV 


12.0 


3 to 60 


1S00 


5 xSy 2 xy 2 


13.6 


3 to 60 


6800 


5 xSy 2 xV 8 


16.8 


3 to 60 


27m 


5 x4 x 3 s 


11.0 


3 to 60 


6000 


6 x3^x 3 8 


11.7 


3 to 60 


3000 


6 x3^XrV 


13.5 


3 to 60 


3000 


6 xsy 2 xy 2 


15.3 


3 to 60 


4200 


6 x3^Xt\ 


17.1 


3to60 


2200 


6 xV/ 2 x% 


18.9 


3 to 60 


4400 


6 x4 xY% 


12.3 


3 to 60 


19000 


6 xl XtV 


14.3 


3 to 60 


6000 


6 x4 xV 2 


16.2 


3 to 60 


9700 


6 x4 xy\ 


18.1 


3 to 60 


3000 


6 x4 x 5 A 


20.0 


3 to 60 


14200 


6 x4 x% 


23.6 


3 to 60 


3600 


7 x3Ux32 


17.0 


3 to 60 


5400 


8 x6 xH 


33.8 


3 to 60 


1800 



L 



GALVANIZED ANGLES 



J 



Siies 


Stock 
Lengths, 


Lineal 

Average 
Stock 






Lineal 

Foot . 

Average 

Stock 


?-lX 

1 xl 

1'. 

2 
2Hx2fc 

1 xl x,'« 


20 and 22 
_•() and 22 
20 and 22 
20 and 22 
20 and 22 
20 and 22 
20 and 22 


L7940 
16100 
59960 

7(>s<) 

8300 

3500 
8440 


iHxlfcxA 

lHxiHxft 
IK 

2 x2 xA 
2»,.-2'_ 
1 1 _, . 1 - . 

2 


20 and 22 
20 and 22 

20 and 22 
20 ami 22 

20 and 22 

20 and 22 

ad 22 


1940 
4640 
8640 
1520 
1980 
4200 
UK) 



(' II I I A 



ri T< Rtii « York 



IN STOCK FOR IMMEDIATE S II 1 P M E N T 



307 



T 



STEEL TEES 



O. H. STRUCTURAL — MANUFACTURERS' STANDARD 
BAR SIZES — MILD STEEL 



T 



Sizes 


Weight per 
Foot in 
Pounds 


Stock Length 
in Feet 


Lineal Feet, 
Average 

Stock 


%x %xA 

Hx y 8 xy 8 

l xl x% 
1 xl x^- 


0.61 
0.73 
0.89 
1.25 


20 

20 
20 and 25 
20 and 25 


19000 

5000 

120000 

5000 


iysxiyx^ 
\yx\yx^ 
mxiyxy 


1.37 
1.55 

1.98 


20 and 25 
20 and 25 
20 and 25 


4000 

93000 

4000 


lAxlAx^ 

iy 2 xiy 2 xy 
iy±x\%x& 

lMxl^xM 


1.90 
2.47 
2.26 
3.09 


20 and 25 
20 and 25 
20 and 25 
20 and 25 


39000 
4000 
6000 

10000 


2 xiy 2 xy 
2 x2 xy 

2 x2 x& 


3.09 
3.56 
4.3 


20 and 30 
20, 25, 30 and 40 
20, 25, 30 and 40 


15000 

31000 

9000 


2Mx2MxM 

2Ax2y 2 x^ 

*2y 2 x2y 2 xH 

2y 2 xs x^ 

3 X2J/2XA 


4.1 
5.5 
6.4 
6.1 
6.1 


20, 25, 30 and 40 
20, 25, 30 and 40 
20, 25, 30 and 40 

3 to 50 

3 to 50 


21000 

20000 

1000 

1000 

5000 


3 x3 XfV 
3 x3 x% 
3 x3 XtV 
3 X3^x^ 


6.7 

7.8 
8.9 

8.5 


3 to 50 
3 to 50 
3 to 50 
3 to 50 


5500 
3100 
5000 
1500 


3^x3 xV 8 

saxsaxVs 
saxsaxa 

VAx* xVs 


8.5 

9.2 

11.7 

9.8 


3 to 50 
3 to 50 
3 to 50 
3 to 50 


11000 
5200 
4300 
4000 


4 x3 xVs 
4 x4 xH 
4 x4 xA 


9.2 
10.5 
13.5 


3 to 50 
3 to 50 
3 to 50 


5000 
5400 
3000 


4 x5 xV 8 
4 x5 xA 

mx2Axy s 

*Ax3Ax^ 


11.9 

15.3 

9.2 

15.7 


3 to 50 
3 to 50 
3 to 50 
3 to 50 


3000 
1000 
5000 
3000 



* This and smaller are Bar sizes. 
Chicago — Joseph T. Ryerson & Son — New York 



208 



IN STOCK FOR I M M EDI A 1 E Mill' M E N T 



FLANGE AND TANK STEEL FLAT CIRCLES 





Thickness, Qiality and A\kua<,b St"< k 


Diam. 


A 


'4 TV 


H 


A 


Vi 


A 


H 


in 
Inches 


1 

- 


i 
* 1 


M 

a 

OS 


i 

J 

u. 


M 

c 

a 


tr 

c 
J 


M 

a 
at 


a 

=: 


a 

a 


■ 
\ 


8 

a 

03 

_ 


16 






60 
80 

so 
IK) 
15 


15 
10 
35 

20 
20 
10 
20 

20 
20 
15 
30 

15 

15 
15 
20 

20 


10 
50 
15 
15 

20 

30 

10 

25 

30 

15 

15 
25 
25 

25 

20 
35 

10 

30 
20 

:. 

10 
















iv 






20 
30 
15 
25 

40 
25 
35 

:;o 

10 
10 
20 
15 

50 

20 
20 
10 

10 














20 


30 

20 

K) 


25 
60 
25 














22 














24 














36 


lo :;o 














28 


50 


25 
25 

i:> 

20 

35 














30 


55 30 
50 20 














32 














34 
36 


45 
90 
20 


50 
25 


10 

10 
20 
10 

15 

15 

10 

5 

20 




15 

10 

20 
20 

10 
15 

15 
10 

5 
15 

5 








38 


20 5 








40 


10 i:> 30 








42 


.30 

95 

25 

5 


25 35 
15 10 
60 45 
10 15 

30 g 








11 








4G 








48 


15 
10 






52^ 
54 










5&H 
60 


30 


30 




15 


5 


20 
25 




:n 










65 


10 


15 




20 








66 


20 


15 


i:> 

5 

5 

20 

20 




10 


15 




5 






5 




10 




72 


20 


10 




5 


5 




10 


77 




5 




5 




7s 


25 


15 




L5 

10 
10 


20 




16 


81 












87 






















VI 




10 




10 


15 


5 












91 






10 












10 


































5 








101 




15 




5 


5 
10 


15 
5 












103 






10 








120 




10 

















Sizes 120 inehes and larger furnished in two pieces. 



i iiicaco — Jo IB 9 ■ 1 ■ R ¥ II SO II X So 1 N I • i 



IN STOCK FOR IMMEDIATE SHIPMENT 



209 



MACHINE FLANGED HEADS 



Thick- 






Outside Diameter after Fla 


NGING 


in Inches 






ness 


14 


16 


18 


20 


22 


24 


26 


28 


30 


32 


34 


36 


3 












15 

50 
5 
5 






20 
25 
10 
10 
5 
10 


25 
10 
10 
10 

5 


15 
10 
35 
10 


?5 


5 
















15 








15 
10 


5 


10 

10 


10 
15 


30 


3^ 




10 


10 


15 
5 


















5 






















38 


40 


42 


44 


46 


48 


so 


54 


60 


66 


72 




5 






10 

5 
10 
10 
15 

5 


5 
25 
20 
15 


15 


10 
15 
10 
15 
5 
15 






3 






















15' 
20 
10 


12 
10 

io' 














Vs 




15 

10 

5 


*5 
*3 
*5 








*5 
*10 






Vi 


5 


10 


*5 





*Also with No. 2 Manhole. See Note below. 



DISHED AND FLANGED TANK STEEL HEADS 



Thick- 




Outside Diameter after Flanging, Inches 






ness 


24 


26 


28 


30 


32 


34 


36 


38 


40 


42 


44 


48 


.3- 
16 

H 

Vs 


15 
5 


50 

15 




10 
15 


io' 


25 

10 


15 
5 


5 

40 


15 


75 
5 


5 
5 


65 
15 



























Note. — Heads ys inch and }/± inch in thickness are Tank Steel. 
All other sizes are Flange Steel. Figures in columns show the average 
amounts in stock. 

Sizes other than those shown can be flanged, dished, 
or flanged and dished, from stock plates within a day 
or more, depending on size and quantity. 



Chicago — Joseph T. Ryersox & Son — New York 



210 IN STOCK FOR IMMEDIATE SHIPMENT 

UNIVERSAL ROLLED PLATES 

O. H. STEEL — MANUFACTURERS' STANDARD SPECIFICATIONS 
60.000 TO 70.000 POUNDS TENSILE STRENGTH 





Weight 


Average 




Weight 


Average 


Size 


1 cr I. meal 






per Lineal 


Stock 




Foot 


Lineal Ft. 




Foot 


LiDeal Ft. 


3-16x 7 


1 46 


3500 


5-16 


29.76 


600 


x 8 


5.10 


2400 


x30 


31.88 




x 9 


5 . 74 










xlO 


6 38 


4000 


3-8 x 7 


8.93 


2400 


xl2 


7.65 


1000 


x 8 


in 20 


1500 


Xl4 


8 92 


3000 


x 9 


11 48 


L>IMXI 


Xl5 


9.56 


1000 


xlO 


12.75 


1900 


XlO 


10.20 


2300 


xl2 


15.30 


7000 


xis 


11.48 


1000 


xl4 


17.86 


2500 


x20 


12.76 


1100 


xl5 


19.14 


2000 


X24 


15.32 


1500 


xlo 


20.40 


2400 








Xl8 


22 96 


2500 


1-4x7 


5.95 


1200 


X20 


25.50 


12(H) 


x 8 


6.80 


1400 


X22 


28.06 


1000 


x 9 


7.66 


3500 


X24 


30.60 


600 


xlO 


8.50 


5500 


X26 


33 16 


500 


xl2 


10.20 


6700 


X28 


35 72 


500 


xl4 


11.90 


4600 


X30 


38 28 


400 


xl5 


12.75 


2000 








xlO 


13.60 


1500 


7-1 6x 7 


10.41 


1000 


xl8 


15.30 


2400 


x 8 


11.90 


1700 


x20 


17.00 


1000 


x 9 


13.40 


1500 


x22 


18.69 


1200 


xlO 


11 88 


1000 


X24 


20.40 


1000 


xl2 


17 85 


1300 


x20 


22.12 


SOO 


xl4 


20 82 


1400 


X2S 


23.80 


600 


xlO 




750 


x30 


25.50 


600 


• is 


26.79 


1000 








X20 


29 75 


800 


5-16 7 


7. 11 


2400 


X22 


32.72 


600 


8 


8.50 


1800 


X24 


35 72 


700 


x 9 


9.56 


1600 


X26 




600 


XlO 


L0.62 


1300 


<28 


11 65 


500 


Xl2 


12.77) 


1500 


x30 


ll i.l 




Xl4 


1 1 . 88 


1400 








xlo 


15 '.H 


L000 


1-2 x 7 


11 90 


1600 


• 16 


17. 00 


1300 


x 8 




6000 


xl8 


19.12 


221 Ml 


x 9 


15 30 


1000 




21 24 


L000 


xlO 


17.00 


600 






1000 


xl2 


20 l" 


6000 


<24 




1200 


■ 14 










750 


xl5 


25 50 


1600 



All uses furnished in lengths 1 US Feet. 

c a i c • oo Jo i t b T . Ryii om >> So m - N ■ w Vurk 



IN STOCK FOR IMMEDIATE SHIPMENT 



211 



UNIVERSAL ROLLED PLATES 

CONTINUED 





Weight 


Average 




Weight 


Average 


Size 


per Lineal 


Stock 


Size 


per Lineal 


Stock 




Foot 


Lineal Ft. 




Foot 


Lineal Ft. 


1-2 xl6 


27.20 


2200 


3-4 xl4 


35.71 


2000 


xl8 


30.60 


1700 


xl5 


38.26 


1500 


x20 


34.00 


1000 


xl6 


40.80 


1800 


X22 


37.40 


900 


xl8 


45.92 


1000 


x24 


40.80 


1100 


X20 


51.00 


1100 


X26 


44.20 


8Q0 


x22 


56.10 


850 


X28 


47.60 


400 


X24 


61.20 


800 


X30 


51.00 


500 


x26 


66.32 


600 








X28 


71.42 


400 


9-1 6x 8 


11.90 


800 


X30 


76.53 


500 


xlO 


14.88 


1000 








xl2 


17.85 


1500 


7-8 x 8 


23.80 


1600 


Xl4 


20.82 


900 


xlO 


29.75 


1500 


Xl6 


23.80 


600 


xl2 


35.70 


1800 








X24 


71.40 


400 


5-8 x 7 


14.87 


1000 


X30 


89.24 


300 


x 8 


17.00 


3200 








x 9 


19.13 


1200 


1 x 7 


23.80 


500 


xlO 


21.25 


1000 


X 8 


27.20 


600 


xl2 


25.50 


2750 


x 9 


30.60 


400 


xl4 


29.74 


2400 


xlO 


34.00 


500 


xl5 


31.88 


1900 


xl2 


40.80 


1100 


xl6 


34.00 


1200 


Xl4 


47.60 


700 


xl8 


38.25 


1000 


Xl6 


54.40 


600 


X20 


42.50 


950 


Xl8 


61.20 


600 


X22 


46.76 


800 


X20 


68.00 


400 


X24 


51.00 


1100 


X24 


81.60 


350 


X26 


55.24 


700 


X30 


102.00 


300 


X28 


59.49 


500 








X30 


63.76 


500 


11-4x8 


34.00 


900 








Xl2 


51.00 


380 


3-4 x 7 

X 8 


17.85 
20.40 


1600 
2100 


11-2x8 


40.80 


450 


X 9 


22.96 


1000 


13-4x8 


47.60 


150 


XlO 


25.50 


950 








Xl2 


30.60 


3500 


2x8 


54.40 


250 



All sizes furnished in lengths 1-45 feet. 



Chicago — Joseph T. Ryerson & Son — New York 



212 



IX STOCK FOR I M M 1.1)1 A T E SUIT M I N l 



TANK STEEL PLATES 

STANDARD SIZES — SHEARED PLATES OPEN HEARTH TANK QUALITY 

In case of shortage on these stock sizes we are cutting without charge 
from longer lengths and require slightly longer time for shipment. 



Size 


Stock 


5n 


Average 
Stock 


Mm 


Average 
Stock 


No. 8 




3-16 




3-16 




28x 96 


90 


36x360 


10 


72x120 


00 


30x 96 


SO 


38x120 


40 


72x138 


35 


30x120 


110 


as x 138 


30 


72x144 


50 


3(3 x 96 


120 


40x 98 


50 


72x150 


30 


36x120 


1(H) 


40x120 


to 


72x175 


30 


36x138 


60 


40x1 38 


15 


72x101 


25 


40x 96 


90 


40x111 


25 


72x210 


10 


40x120 


30 


40x150 


20 






40x138 


30 


42x120 


20 


1-4 




42 x 96 


to 


42x138 


20 


24x120 


20 


42x120 


50 


42x360 


6 


26) x 120 


40 


48x 96 


KM) 


44 x 98 


70 


26x138 


20 


48x120 


2(H) 


44x120 


50 


30x 96 


KM) 


48x138 


70 


44x138 


20 


30x120 


30 


48x144 


■SO 


44x144 


30 


30x138 


25 


48x156 


60 


44x156 


35 


30x420 


20 


54 x 9G 


180 


46x120 


60 


36 x 9s 


1(H) 


64x120 


60 


46x138 


25 


36x120 


120 


54x138 


100 


48x120 


150 


36x138 


25 


' 54x144 


. .") 


48x138 


20 


36x111 


50 


60 x 98 


50 


48x144 


90 


36x150 


40 


60x120 


90 


48x156 


25 


36x420 


15 


60x138 


30 


48x175 


20 


asx 98 


40 


60x144 


70 


48x194 


15 


3Sxl20 


2d 


60x156 


35 


48x300 


10 


38x13s 


20 


72x 98 


40 


49 x 96 


70 


38x144 


20 


72xl'20 


30 


50x120 


20 


40x os 


30 


72x1 38 


20 


50x1 38 


20 


40x120 


30 


72x144 


30 


50x144 


20 


40xi::s 


20 


72x156 


25 


50x156 


15 


40x111 


15 


3-16 




54 x 96 


30 


40x150 


15 


24x120 


50 


.54x120 


00 


12> 12d 


50 


26> 120 


60 


54x138 


20 


12x138 


25 


26x138 


25 


54x144 


30 


12 • 120 


. 


28x120 


50 


54x156 


30 


11 • Os 


5(1 


:;o. 96 


KM) 


54x276 


8 


11 • 120 


20 


80 120 


1(H) 


60- 


S.I 


11 • 138 


25 


30> 138 


20 


60x120 


SO 


11 ■ 111 


20 


80 360 


10 


60x138 


80 


II ■ 150 


10 


36 x 96 


150 


60> l H 


50 


lo. 120 


20 


86> 120 


150 


L66 


70 


lo- 138 


10 


86x138 


30 


60x17.". 


30 


l^ 


1(H) 


I it 


35 


00. I'M 


00 


is. 120 


1(H) 


36x156 


20 


72 < 96 


30 


18 138 


35 



Chii \a 



tri T. Ryu Niw You 



IN STOCK FOR IMMEDIATE SHIPMENT 



sia 



TANK STEEL PLATES 

CONTINUED 



Size 


Average 
Stock 


Size 


Average 
Stock 


Size 


Average 
Stock 


1-4 




5-16 




5-16 




48x144 


60 


30x120 


10 


72x194 


15 


48x156 


30 


30x138 


15 


72x420 


10 


48x194 


20 


30x480 


10 


84x120 


25 


48x420 


15 


36x120 


50 


84x138 


20 


50x120 


20 


36x138 


30 


84x144 


15 


50x138 


30 


36x144 


30 


84x156 


15 


50x144 


10 


36x156 


20 


84x175 


15 


50x156 


10 


36x480 


10 


84x194 


10 


54x 98 


30 


38x120 


10 


84x420 


5 


54x120 


40 


38x138 


15 


96x120 


20 


54x138 


25 


40x120 


20 


96x138 


15 


54x144 


20 


40x138 


15 


96x144 


15 


54x156 


20 


42x120 


25 


96x156 


10 


54x194 


10 


42x138 


20 


96x175 


10 


54x324 


5 


42x480 


15 


96x194 


30 


60x 98 


90 


44x120 


20 


96x240 


10 


60x120 


60 


44x138 


15 






60x138 


25 


44x144 


15 


3-8 




60x144 


60 


44x156 


15 


30x120 


50 


60x156 


30 


46x120 


25 


30x540 


45 


60x175 


30 


46x138 


20 


36x120 


100 


60x194 


20 


48x120 


30 


36x138 


25 


60x312 


10 


48x138 


20 


36x540 


8 


72x 98 


25 


48x144 


20 


40x120 


30 


72x120 


15 


48x156 


40 


40xl3S 


20 


72x138 


10 


48x194 


20 


42x540 


10 


72x144 


15 


48x480 


15 


44x120 


60 


72x156 


20 


50x120 


15 


44x138 


30 


72x175 


15 


50x138 


10 


48x120 


110 


72x194 


20 


50x144 


10 


48x138 


40 


72x312 


5 


50x156 


8 


48x144 


50 


84x 98 


25 


54x120 


15 


48x156 


30 


84x120 


25 


54x420 


5 


48x194 


20 


84x138 


20 


60x 98 


20 


48x540 


10 


84x144 


15 


60x120 


25 


50x120 


20 


84x156 


10 


60x138 


10 


50x138 


20 


84x175 


10 


60x144 


10 


54x120 


55 


84x194 


10 


60x156 


10 


54x138 


30 


84x240 


7 


60x175 


30 


54x540 


12 


96x 98 


30 


60x194 


40 


57x118 


20 


96x120 


30 


60x480 


10 


60x120 


65 


96x138 


20 


72x120 


20 


60x138 


50 


96x144 


20 


72x138 


35 


60x144 


60 


96x156 


15 


72x144 


30 


60x156 


50 


96x175 


10 


72x156 


30 


60x194 


25 


96x194 


10 


72x175 


15 


60x540 


10 



Chicago — Joseph T. Ryerson 



Son — New York 



214 



N STOCK FOR IMMEDIATE SHIPMENT 



TANK STEEL PLATES 

CONTINUED 





Avenge 
Stock 


Sixc 


Average 
Stock 


Size 


Average 
Stock 


3-8 




3-8 




1-2 




65x118 


25 


96x232*3 


10 


72^x156 


15 


7-Ji,xll8 


15 


96x300 


8 


72^x194 


15 


72' 2 xl38 


15 


7-16 




72^x212^ 


15 


72HX144 


30 


60x540 


5 


72^x232^ 


10 


72HX158 


30 


1-2 




72^x540 


4 


72Hxl94 


20 


30x120 


50 


84x120 


25 


72^X212^ 


12 


30x540 


10 


84x540 


5 


72^x232^ 


10 


36xl2<> 


50 


96x118 


30 


7_" ix640 


6 


36x540 


6 


96x232^ 


20 


84 ■ 120 


25 


40x120 


35 


96x4n0 


4 


S4xl38 


20 


42x120 


20 


5-8 




84x144 


15 


42x510 


8 


30x540 


12 


84x156 


15 


48x120 


05 


36x540 


10 


84x194 


12 


48x540 


5 


42x540 


6 


84x212^ 


10 


54x120 


20 


48x540 


8 


84x232*$ 


10 


54x540 


5 


60x540 


5 


84x540 


5 


60x120 


35 


3-4 




96x118 


15 


60x540 


4 


30x540 


8 


96x144 


15 


65x118 


20 


36x540 


10 


96x156 


25 


72 1 2 xll8 


30 


42x540 


8 


96x194 


20 


72^x138 


20 


48x540 


10 


96x212^ 


10 


72^x144 


20 


60x480 


4 



AMERICAN INGOT IRON PLATES 

Tank quality plates of American Ingot Iron especially suited fur 
flumes, furnaces, metal boats, mine cars, chutes, bins and vats and 
where resistance to corrosion is very desirable. They are soft 
and will stand ordinary flanging satisfactorily. 



Size, 1 Weight 


Arerage 


Size, 


Weight 




Size. 


Weight 


Ate. 


Inches per Sheet 


Stock 


Inches 


per Sheet 


Stock 


Inches 


per Sheet 


Stock 


1-4 




8 






12 






36x141 367 


5 


60x 96 


286 


5 


60x156 


284.4 


11 


48x 96 


333 


7 


60x144 


420 


4 


14 






48x144 


490 


6 


10 






36 x 96 


77 


68 


60x 96 


117 


5 


36 x 96 


135 


i;, 


36x120 




70 


Ml 613 


4 


36x120 


136.8 


30 


is. 120 


125 




3-16 






is. 120 


225 


35 


48x156 


162 5 


15 


36x144 


27:, 


5 


48x156 




53 


60> 120 


160 


10 






10 


60x120 


286.9 


40 


60x156 


228 


8 


48x144 




6 


60x150 




30 


16 






60x 96 


312 


11 


12 






36 96 


60 


28 


60x144 


158 


6 


36 x 96 


105 


20 


36> 120 


7.', 


25 


8 






36> 120 


131 .8 


27 


Is- 120 


100 


49 




232 


5 


is- 120 


17:, 


52 


is. L56 


133 


15 




221 


6 


is. 156 




15 


60> 120 


121 




4s,;144 


336 


6 


60x120 


214.4 


10 


60x156 


177 


20 



Chicago — JoiIFI T. Ryu NlW Y <i r k 



IN STOCK FOR IMMEDIATE SHIPMENT 215 
TANK STEEL PLATES 

LONG LENGTHS — SHEARED PLATES 

These plates will be cut promptly without charge to any length 
three feet and over. 



Size, 


Length, 


Weight 


Average 


Size, 


Length, 


Weight 


Average 


Inches 


Feet 


per Foot 


Stock 
Lineal Ft. 


Inches 


Feet 


per Foot 


Stock 
Lineal Ft. 


3-16x30 


30 


19.12 


1000 


3-8 x54 


45 


68.88 


1350 


36 


30 


22.96 


2100 


60 


45 


76.56 


1300 


42 


30 


26.80 


1400 


72 


45 


91.84 


800 


48 


30 


30.64 


2500 


84 


45 


107.12 


480 


54 


23 


34.40 


900 


96 


25 


122.40 


400 


60 


20 


38.24 


1800 










72 


20 


45.92 


1900 


7-16x60 


45 


89.28 


390 


1-4 x30 


35 


25.50 


3000 


1-2 x30 


45 


51.00 


2250 


36 


35 


30.59 


6000 


36 


45 


61.20 


900 


42 


35 


35.68 


1750 


42 


45 


71.40 


1300 


48 


35 


40.80 


3000 


48 


45 


81.60 


450 


54 


27 


45.92 


1400 


54 


45 


91.84 


1200 


60 


26 


51.00 


2500 


60 


45 


102.00 


1300 


72 


26 


61.18 


2500 


72 


45 


122.40 


1200 


84 


20 


71.36 


900 


84 


45 


142.80 


450 










96 


40 


163.20 


400 


5-16x30 


40 


31.88 


2000 










36 


40 


38.24 


3800 


5-8 x30 


45 


63.76 


450 


42 


40 


44.64 


1200 


36 


45 


76.50 


450 


48 


40 


51.04 


1900 


42 


45 


89.28 


300 


54 


35 


57.36 


1200 


48 


45 


102.00 


400 


60 


40 


63.76 


3500 


60 


45 


127.52 


400 


72 


35 


76.48 


1700 


72 


40 


153.00 


400 


84 
96 


35 

20 


89.28 
102.08 


1000 
400 


3-4 x30 

36 


45 
45 


76.53 
91.84 


370 
400 


3-8 x30 


45 


38.28 


4000 


42 


45 


107.12 


250 


36 


45 


45.92 


4000 


48 


45 


122.40 


300 


42 


45 


53.56 


2200 


60 


40 


153.06 


290 


48 


45 


61.20 


3900 


72 


40 


183.60 


200 



DEFINITION OF THE TERM, TANK STEEL 

Tank Steel is the only grade of plate steel not covered 
by a specification. It may be material which fails in 
some essential to meet a definite specification for which 
it was rolled. The tensile strength of Tank Steel may 
be as low as 48,000 pounds or as high as 75,000 pounds. 
Because of the uncertainty of its physical properties 
it should not be used for high pressure tanks, pipe, 
etc., and can not be depended upon to stand flanging, 
sharp bending, etc., without fracture. 

Chicago — Joseph T. Ryerson & Son — New York 



210 



l.\ STOCK FOR IMMID1AM SHIPMENT 



PLATES FOR STANDARD BOILERS 

The following is a list of plates and heads of Flange Steel, 80, 000 
pounds T. S., fur standard sizes of tubular boilers. 

Plfttefl marked thus * provide for extension of boiler Bhell to form 
smokebox. 

Pressures marked thus f denote longitudinal joints to have butt 
straps. 



SHELL PLATES 



KM) 

too 
loo 

uv 
100 



Nze, 
Inches 



USX 50 X>4 
11*X 98 X> 4 
USX 55 X' 4 

lisx 107' a XV 

U8X 61HXM 

USX 07VXV 

118X 60 X 1 , 

lisx 96 X' 4 
llsX 73' ,XU 
" X 1 ,* 

143X 6H j ; x i 4 

mx 67HXH* 

143X Ol'oX'i 
143 X S&MXM 

14.3X 73HXK 
143X SO XV 

143X 85HXH 
113X 92 XV 

rSHXA 

» Xft* 

MIX 78HXA 

Strap* ' 4 
" I X , 5 * ' 

Mm; 

1.11 X 7 
Btnpi ' t 

l.-.l < BO 

.-'traps I , 

- X,V 

Stral 



HEADS 



one, 

Indies 



41 X :1 * 

41 XH 

41 XH 

49 X 3 h 

40 x s ; 

49 XN 

•13 X, 7 « 

63 X, 1 , 



61 X, 1 . 
I 



1261 
1501 

too 

100 



BHELL PLATES HEADS 



Size, 
Inches 



1.11 X 85HXH 
Straps ' 4 

MIX 82 x',: 

Straps • , 

174X K 
174X 82 XA 

171 X 86HXH 

Strap* '., 
171 X 92 XH' 

Stra; 

171X BG 

Btni s 
171 X 92 X 3 ., 

Straps A 

174X 68 X, J . 
174X 71 Xft' 

171 X 68 XH 
Btni 

171X 71 

Btni 

171 X 68 X s . 

Str.ii 






A u 



86 X* s 

Str.r 

EH XV 

" XJJ 
Strap 



Size. 

x India 



59 XA 

2 58 XA 

2.19 X,V 

- 68 • .; 



( II I I 



I . Ryiii 



\ t u Y 



IN STOCK FOR IMMEDIATE SHIPMENT 



217 



PLATES FOR STANDARD BOILERS 

CONTINUED 





g 




~ 


a 










■~ 


£ 












$ 


3 




i 


s 


Z 


16 


PL, 




100 


2 






3 




125t 


2 

3 




150f 


2 

3 


IS 


100 


3 
3 




125f 


3 
3 




150t 


3 
3 


16 


100 


3 




125| 


2 
3 




150f 


2 

3 


IS 


100 


3 
3 




125f 


3 

3 




150+ 


3 
3 



SHELL PLATES 



Size, 
Inches 



194X 9S X 
194X 71 XH* 

189 X 98 X 3 S 

Straps ^ 
189X 71 X?s 

Straps ffc 

189X 98 XH 

Straps 2-8 
189X71 XH 

Straps V 

194X 75 XH 
194X 79 XH* 

189X 75 XJ 

Straps ^ 
189X 79 XVs* 

Straps ^ 

189 X 75 XH 

Straps % 

189 X 79 XH 

Straps ^ 

212 X 98 Xl 8 
212X 71 X^ ! 

208X 98 XH 

Straps » i 
208X 71 XH 

Straps 5 8 * 

208X 98 X^rV 

Straps Vs 
208X 71 X^r* 

Straps H 

212X 75 XVs 
212X 80 XVs 

208 X 75 XH 

Straps ?-8 
208 X 80 XH* 

Straps % 

208 X 75 X^ 

Straps % 
208X 80 XiV 

Straps 3 ^ 



HEADS 



Size, 
Inches 



65HXH 
65HXH 

65HXH 

65HXH 

Q5 l Axy 2 

72 XH 
72 XH 

72 XH 

72 XH 
72 XH 

72 XH 



100 



I25f 



150f 



1.30+ 



125+ 



1.50+ 



125+ 



150+ 



SHELL PLATES 



Size, 
Inches 



232 X 98 
232 X 72 

228 X 98 
Straps ; 

228X 72 
Straps ; 

228 X 99 
Straps ■ 

228 X 72 
Straps 

232 X 75 

232 X 80 

228 X 75 
Straps 

228 X 80 
Straps 

228 X 75 

Straps 

228X 80 

Straps 

247 X 75 

Straps 

247X 81 

Straps 

247 X 75 

Straps 
247 X 81 



XiV 

y* 

X^* 

XH 
XH 

Xl ?* 

Xi^* 
XA 

% 

Vs 
XH 

IS 

XH* 

IT 

XH 
XH* 

X¥s 

16 

XH* 



247 X 83 
Straps 

247 X 90 
Straps 

247 X 83 
Straps 

247 X 90 
Straps 



XH 

" . ,*. 
XH* 

XH 
XH* 



HEADS 



Size, 
Inches 



78 XH 

78 XH 

78 X& 

78 XH 

78 XH 

78 X& 

84 XA 

84 X^ 

84 Xrk 

84 XVs 



Chicago — Joseph T. Rye r son & Son — New York 



218 



1 N S T (J C K F U K 1 M M E DI ATE S H I l' M E N T 



FLANGE STEEL PLATES 

O. H. FLANGE STEEL — MANUFACTURERS' STANDARD SPECIFICATIONS 
60,000 POUNDS TENSILE STRENGTH 



Size 


Average 
Stock 


Size 


Average 
Stock 


Size 


Average 
Stock 


1-4 






1-4 




5-16 




26 xl20 


15 


72 


X194 


5 


46 X120 


5 


26 X138 


10 


84 


X 98 


15 


46 X138 


5 


30 xl20 


10 


84 


X120 


20 


48 X120 


25 


30 xl38 


5 


84 


xl38 


i:> 


48 X138 


5 


36 xl20 


15 


84 


X143 


10 


49 x SO 


5 


36 xl38 


15 


84 


X156 


12 


49 x 90 


5 


38 X120 


:> 


84 


X175 


10 


!'• 


5 


38 xl38 


5 


84 


X194 


5 


49 xl20 


4 


40 X120 


10 








49 xl38 


5 


40 X138 


5 




5-16 




49 xl43 


4 


42 X120 


5 


26' 


x 80 


5 


49 X156 


5 


42 xl38 


10 


26 


x 90 


4 


49 xl75 


4 


43 xl38 


20 


26 


X 99 


5 


49 xl94 


4 


43 X143 


15 


26 


X120 


10 


50 xl20 


20 


43 xl56 


10 


26 


X138 


5 


50 xl3S 


15 


44 xl20 


5 


30 


x 80 


5 


54 xl20 


3 


44 X138 


10 


30 


x 90 


5 


54 xl38 


10 


46 xl20 


7 


30 


< 99 


5 


57 x SO 


3 


46 X138 


5 


30 


xl20 


20 


57 x 90 


5 


48 xl20 


10 


30 


X138 


10 


57 x 99 


5 


48 X138 


10 


36 


x 80 


7 


57 X138 


5 


49 x 98 


15 


36 


x 90 


5 


57 xl43 


10 


49 xl38 


5 


36 


x 99 


5 


57 xl56 


7 


49 xl43 


5 


36 


X120 


20 


57 xl75 


5 


49 xl56 


5 


36 


X138 


5 


57 xl94 


10 


50 xl20 


10 


38 


x 80 


4 


60 xl20 


25 


50 xl38 


7 


Ms 


x 90 


5 


60 xl38 


5 


54 xl20 


5 


38 


x 99 


5 


64$<x 90 


10 


57 xl38 


5 


38 


xl20 


3 




3 


57 X143 


5 


38 


x'138 


3 


• 138 


3 


57 X156 


10 


40 


. 80 


5 


64$£xl43 


:> 


60 x 98 


15 


40 


■ 90 


5 


<156 


5 


60 xl20 


25 


40 


90 


5 


64 j ■ 17.") 


3 


60 X138 


7 


40 


xl20 


10 


l'.'l 


10 


64 ; <138 


10 


40 


■ L38 


5 


< 99 


15 


143 


•") 


42 


120 


15 


120 


15 


156 


10 


42 


■ IMS 


3 


72' -. . IMS 


10 


M , <175 


5 




■ SO 


5 


72^x143 


10 


64 j -194 


5 


43 


• 90 


5 


72' -x 56 


10 


72 x 98 


5 


43 


• 99 


:. 


72' ■• • 175 


20 


72 xl20 


10 


43 


138 


•") 


72' . I'M 


25 


72 ■ 138 


l."i 


i:; 


• 1 im 


l 


si L20 


i:> 


72 <143 


7 




• 156 


7 


M 


.". 


72 166 


5 


44 


• 120 


10 


si . i i:; 


10 


72 X175 


5 


44 


X138 


15 


84 -156 


10 



C n i < a a o— Jon r li T . K v si to H I Son — N 1 w Y o R K 



IN STOCK FOR IMMEDIATE SHIPMENT 
FLANGE STEEL PLATES 

CONTINUED 



Size 


Average 
Stock 


Size 


Average 
Stock 


Size 


Average 

Stock 


5-16 




3-8 






1-2 




84 xl75 


5 


723^x1083^ 


5 


36 


X120 


15 


84 xl94 


15 


72^x118 


3 


40 


X120 


15 


96 xl20 


10 


723^x194 


10 


48 


X120 


17 


96 xl38 


10 


723^X2123^ 


5 


60 


X120 


25 


96 xl43 


5 


72^x2323^ 


15 


72 


X120 


15 


96 X156 


7 


84 xl083^ 


5 


75 


X228 


6 


96 xl75 


5 


84 X118 


10 


84 


X180 


10 


96 xl94 


5 


84 xl94 


7 


98 


X228 


6 


1073^x194 


5 


84 x2123^ 


10 


1073^x228 


2 






84 X232K 


15 








3-8 




96 xiosy 2 


10 




5-8 




30 X120 


5 


96 X118 


5 


36 


X120 


15 


36 X120 


10 


96 xl94 


5 


40 


X120 


25 


36 X138 


15 


96 x212V 2 


15 


48 


X120 


10 


40 X120 


10 


96 x232^ 


10 


60 


X120 


10 


40 X138 


15 


107^x1083^ 


10 


72 


X120 


5 


44 xl20 


10 


1073^x118 


15 


84 


X180 


10 


44 xl38 


10 


107^x194 


5 








48 X120 


5 


1073^x212^ 


3 




3-4 




48 X138 


5 


1073^x2323^ 


5 


36 


X120 


20 


50 X120 


10 






40 


X120 


15 


50 xl38 


3 


7-16 




48 


X120 


20 


54 xl20 


10 


36 X120 


5 


60 


X120 


10 


54 xl38 


20 


40 X120 


5 


72 


X120 


5 


60 xl20 


5 


48 xl20 


5 


84 


X180 


5 


60 X138 


5 


60 X120 


10 








64^x108^ 


10 


72 xl20 


10 




1 




64^x118 


10 


75 x209 


6 


36 


X144 


20 


64^x194 


10 


84 x270 


5 


48 


X144 


15 


64^x212^ 


10 


98 x209 


6 


60 


X144 


15 


64Mx2323^ 


3 


1073^x209 


2 


72 


X144 


10 



HARTFORD FIRE BOX STEEL PLATES 

These are open hearth firebox quality plates covered by test 
reports and conforming to the requirements of the Hartford Steam 
Boiler Inspection and Insurance Company. 



Size 


Average 
Stock 


Size 


Average 
Stock 


Size 


Average 
Stock 


tVx60xl20 
3^x60x120 


20 
10 


3^x96x194 
3^x60x120 


15 
25 


3^x96x228 
Mx96xl94 


10 
5 



Chicago — Joseph T. Ryerson & Son — New York 



220 I N STOCK F o K I M II E D I A T E S II IP M E N T 

"FIRMTREAD" steel floor plates 




" Finn tread" Steel Floor Plates are the best possible flooring 
where lightness, strength and roughened surface are desired. They 
arc rapidly supplanting cast iron and other construction for floors and 
stairways of fire escapes, engine rooms, breweries, gas holders, foundry 
platforms, machine shops, car and locomotive steps, ships, etc. 

"Firmtread" Plates are cheapest. "Firmtread" tensile strength 
of 55,000 pounds and elastic limit of 35,000 pounds in contrast to 
cast iron with tensile of about 17,000 pounds and no elasticity, per- 
mit "Firmtread" to carry the same loads with about one-half the 
weight. For every square foot of floor "Firmtread" saves 50% 
of weight and 30% of cost by combining lightness and strength. 
"Firmtread" saves an additional amount in reducing the weight 
handled and shipped; and in allowing lighter framing by a lesser 
dead load in the flooring. 

"Firmtread" Plates are safest — the steel has an excellent per- 
centage of ductility — the cast iron none. "Firmtread" plates will 
not break under excessive loads or sudden blows — they will bend 
first and give warning so that load can be lessened. "Firmtread" 
plates do not contain concealed weakness — the rolling insures a 
solid plate. Cast iron plates are subject to dangerous blow holes. 
"Firmtread" plates insure the user against dangerous accidents; 
their roughened surface gives a sure foothold. 

SIZES IN STOCK 



Size 


Stork 


Size 


\vcrai:c 
Stock 


Size 


Average 
Stock 


Size 


Average 
Stock 


3-16 




1-4 




1-4 




3-8 




24 x 96 


25 


24 x 96; 


30 


48x120 


30 


30x 96 


25 


26 • MS 


90 


24x120 


66 


5-16 




30x120 


35 


30x 96 


16 


30x 96i 


76 


30x 96 


36 


36x 96 


16 


30x120 


BO 


30x120! 


B5 


30x120 


10 


36x120 


16 


36x 72 


26 


:;»-,. 72 


36 


36 x 96 


i:> 


42 x 96 


20 




86 


36 • 96 


16 


36> 120 


26 


42x120 


26 




30 


36> 120 


36 


42x 96 


36 


is , 96 


25 


42x 96 


16 


12 ■ 96 


20 


\2> 120 


16 


18x120 


20 


]2> 120 


26 


42x120! 


36 


is • 96 


20 






is ■ M 


36 




60 


©xiao 


15 






is. 120 


30 















See next page fur minimum sizes diamond and ribbed from mill. 
See page 1184 for Safe Loads for "Firmtread" Steel Floor Plates. 

Chicago — J o S ■ 9 h T . Rvhison & Son — New York 



IN STOCK FOR IMMEDIATE SHI P M E 



221 



"FIRMTREAD" steel floor plates 

CONTINUED 
MAXIMUM SIZES FROM MILL. DIAMOND AND RIBBED PATTERNS 







Width in Inches 




Thickness 












24 


36 


44 


50 


54 


Vs 


120 


120 


120 






3 


160 


150 


130 


130 


130 


M 


170 


160 


160 


160 


130 


5 
16 


190 


190 


180 


180 


130 


% 


190 


190 


180 


180 


130 


tV 


190 


190 


180 


180 


130 


V2 


190 


180 


180 


170 


130 


% 


170 


160 


160 


140 


130 



APPROXIMATE WEIGHTS PER SQUARE FOOT 



Inches 


Pounds 


Inches 


Pounds 


Vs 


8 


7 
16 


19 


A 


m 


V2 


213^ 


l A 


HM 


% 


26M 


_5_ 
16 


13M 


% . 


32 


Vs 


16M 


Vs 


37 



These weights are approximate and may vary according to the 
size of the plate. Thickness in all cases is measured through the 
body of the plate. 



"FIRMTREAD" STAIR TREADS 




"Firmtread" Stair Treads are pressed from "Firmtread" diamond 
pattern, ribbed or plain steel plates in all sizes and styles. Treads 
can be furnished with nosing only or may have nosing and half or 
full height risers. 

In strength, durability and appearance these treads are the 
superior of cast iron and have the additional advantage of costing 
and weighing less. 

Plates from which treads are made are carried in stock in large 
quantities of different thicknesses and many sizes, enabling us to 
make shipment of finished treads promptly. 

Chicago — Joseph T. Ryerson & Son — New York 



222 



IN STOCK FOR I M M 1 . 1 > 1 A T E SHIPMENT 



1 



RAILS 



A. S. C. E. STANDARDS 



I 



Weicht 


Area in 


Width of 
Base and 


Web in 


Width of 


Height of 
Center of 


Length in 


per Yard 
in Pounds 


Square 
Inches 


Height 
in Inches 


Inches 


Head in 
Inches 


Gravity 

above 
Base 


Feet 


8 


0.78 


1-5- 


ft 


H 


0.75 


15 and 20 


12 


1.18 


2 


ft 


l 


0.92 


15,20,30 


16 


1.6 


2 3 8 


7 
3T 


i« 


1.1 


15,20,30 


20 


2.0 




H 


1 ' 


1.2 


15,20,30 


25 


2.5 


% 


H 


m 


1.3 


30 


30 


3.0 


3^ 


5 i 


m 


1,1 


30 


35 


3.4 


3& 


23 
1 1 


m 


1.6 


30 


40 


3.9 


3K 


M 


m 


1.7 


30 


45 


4.4 


3H 


H 


2 


1.8 


30 


50 


4.9 


w% 


tV 


2V 8 


1.9 


Not in Stork 


55 


5.4 


4ft 


1 3 


2H 


2.0 


Not in Stock 


60 


5.9 


4M 


H 


2V 8 


2.1 


33 


65 


6. \ 


4tV 


H 


•)1 3 


2 2 


Not in Stock 


70 


6.9 


1\ 


H 


2ft 


L' .2 


33 


75 


7 . 1 


Wl 


1 1 


2U 


2 1 


33 


80 


7.s 


5 


3 5 

h 1 


2% 


2. 1 




85 


8.3 


5A 


1 fi 


2A 




33 


90 


8.8 


rr\ 


9 


-'\ 


2.5 




!•;, 


Q :; 


5ft 


9 

1 .. 


2tJ 


2.7 


Not in Stock 


100 


OS 




ft 


2f i 


2.8 


Not in Stock 



Splices an<l Holts for all sections can be furnished from stock, as 
well as standard sizes of track spikes. 



(' n I c a (. <> >JotIPH I • B 



N 1 w N 'it K K 



IN STOCK FOR IMMEDIATE SHIPMENT 301 



BLACK SOFT STEEL SHEETS 

BLUE ANNEALED OR HOT ROLLED OPEN ANNEALED 





Estimated 


Average 




Estimated 


Average 


Size 


Weight 


Stock 


Size 


Weight 


Stock 




per Sheet 


Sheets 




per Sheet 


Sheets 


No. 10 






No. 10 






24x 96 


92.0 


400 


60x156 


373.0 


150 


24x120 


115.0 


500 


72x 96 


275.4 


125 


26 x 96 


99.5 


600 


72x120 


344.3 


150 


26x108 


111.9 


300 


72x138 


395.9 


100 


26x120 


124.3 


450 


72x144 


413.1 


90 


28x 96 


107.1 


400 


72x156 


447.6 


100 


28x108 


120.5 


250 








28x120 


133.9 


500 








30x 96 


114.7 


850 


No. 12 






30x108 


129.1 


380 


24x 96 


71.4 


750 


30x120 


143.4 


500 


24x120 


89.3 


550 


36x 72 


103.3 


400 


26x 96 


77.3 


600 


36x 77 


110.5 


250 


26x120 


96.7 


500 


36 x 96 


137.7 


800 


28x 96 


83.3 


350 


36x108 


154.9 


500 


28x120 


104.1 


400 


36x120 


172.1 


650 


30x 96 


89.2 


600 


36x144 


206.6 


500 


30x108 


100.4 


380 


40x 96 


153.0 


350 


30x120 


111.6 


700 


40x120 


191.3 


400 


36x 77 


85.9 


300 


42x 96 


160.6 


400 


36x 84 


93.7 


300 


42x108 


180.7 


300 


36x 96 


107.1 


900 


42x120 


200.8 


450 


36x108 


120.5 


600 


48 x 77 


147.2 


300 


36x120 


133.9 


1000 


48x 84 


160.7 


200 


36x144 


160.6 


850 


48x 96 


183.6 


550 


40x 96 


119.4 


400 


48x108 


206.5 


400 


40x120 


149.2 


400 


48x120 


229.5 


800 


42x 96 


124.9 


500 


48x138 


263.9 


500 


42x120 


156.2 


600 


48x144 


275.4 


450 


48x 77 


114.5 


500 


48x156 


298.4 


300 


48x 84 


124.9 


350 


54x 77 


165.7 


250 


48 x 96 


142.8 


700 


54x 96 


206.6 


250 


48x108 


160.6 


450 


54x120 


258.2 


350 


48x120 


178.5 


900 


54x138 


296.9 


200 


48x127 


188.9 


250 


54x144 


309.8 


200 


48x138 


205.2 


300 


54x156 


335.7 


150 


48x144 


214.2 


500 


60x 77 


183.7 


200 


48x156 


232.0 


250 


60x 96 


229.5 


220 


54x 77 


128.8 


250 


60x120 


286.9 


250 


54x 96 


160.6 


280 


60x138 


329.9 


130 


' 54x108 


180.7 


175 


60x144 


344.3 


130 


54x120 


200.8 


300 



Chicago — Joseph T. Ryerson & Son — New York 



302 



IN STOCK FOR IMMEDIATE SHIPMENT 



BLACK SOFT STEEL SHEETS 

CONTINUED 
BLUE ANNEALED OR HOT ROLLED OPEN ANNEALED 





Estimated 


A vcragc 




Estimated 


Average 


Size 


Weight 


Stock 


Size 


Weight 


Stock 




per Sheet 


Sheets 




per Sheet 


Sheets 


No. 12 






No. 14 






54x138 


230.9 


250 


48x144 


153.0 


350 


54x144 


240.9 


175 


48x156 


165.7 


160 


54x156 


261.0 


125 


54x 77 


92.0 


300 


60x 77 


143 2 


200 


54x 96 


114.7 


200 


(30x 96 


178.5 


300 


54x120 


143.4 


300 


60x120 


223.1 


250 


54x138 


164.9 


150 


60x138 


256.6 


125 


54x144 


172.1 


150 


60x144 


207.7 


120 


54x156 


186.4 


150 


60x156 


200.0 


100 


No. 16 






No. 14 






24 x 96 


1(1 s 


1200 


24x 96 


51.0 


600 


24x106 


45.9 


350 


24x108 


57.4 


250 


24x120 


51.0 


900 


24x120 


63.7 


4.50 


26 x 96 


11 2 


850 


26x 96 


55.2 


680 


26x108 


49.7 


250 


26x108 


62.2 


300 


26x120 




600 


26x120 


69.1 


300 


28x 96 


17.6 


750 


28x 96 


59.5 


500 


2Sxl0S 


53.5 


400 


28x108 


66.9 


200 


28x120 


59.5 


600 


28x120 


74.4 


690 


30x 96 


51.0 


ll(K) 


30x 96 


63.7 


600 


30x10* 


57.4 


420 


30x108 


71.7 


400 


30x120 


63.7 


940 


30x120 


79.7 


750 


30 x 77 


49 1 


900 


36x 77 


61.3 


2?:. 


36 x 90 


61.2 


1500 


36x 96 


76.5 


1000 


36x10s 


68.8 


350 


36x1 os 


86.1 


500 


36x120 


76.5 


1600 


36x120 


85.6 


750 


36x144 


91.8 


600 


36x144 


114.7 


400 


40x 96 


88 


•NO 


40x 77 


67.9 


150 


40x120 


85 


300 


40x 96 


85 <) 


300 


42 x 96 


71 1 


m\ 


40x120 


106.2 


400 


42x120 


s'i 2 


550 


42 x 00 


89 2 


UK) 


42x144 


107.1 


350 


42x120 


111 


450 


ls< 77 


66 5 


■_>(X> 


18 •; 77 


si s 


17.') 


48x 00 


81 o 


600 


I8x 84 


80.2 


200 


48x106 


91 8 


200 


48x 00 


102 () 


850 


is- L20 


102 <> 


580 


48x108 


lit 7 


250 


is. 138 


117 3 


300 


48x120 


127 :» 


850 


18x144 


L22 1 


350 


48x127 


184 o 


200 


54 ■ 96 


91 8 


100 


48x138 


146.6 


300 


54x120 


114.8 


100 



No. 16 gauges are One Pass Cold Rolled and Box Annealed. 



ClICAOO lnM.rn 1 . K v i k s 



\ SOU -N i w Y K K 



IN STOCK FOR IMMEDIATE SHIPMENT 303 



BLACK SOFT STEEL SHEETS 
ONE PASS COLD ROLLED AND BOX ANNEALED 





Estimated 


Average 




Estimated 


Average 


Size 


Weight 


Stock 


Size 


Weight 


Stock 




per Sheet 


Sheets 




per Sheet 


Sheets 


No. 18 






No. 22 






24x 96 


32.6 


1800 


24x101 


21.5 


260 


24x108 


36.7 


400 


24x120 


25.5 


700 


24x120 


40.8 


700 


26x 96 


22.1 


600 


26x 96 


35.4 


600 


26x120 


27.6 


400 


26x108 


39.8 


350 


28x 72 


17.8 


800 


26x120 


44.2 


650 


28 x 84 


20.8 


1550 


28x 96 


38.1 


500 


28 x 96 


23.8 


1450 


28x108 


42.8 


350 


28x108 


36.8 


1400 


28x120 


47.6 


700 


28x120 


29.7 


750 


30x 96 


40.8 


2000 


30x 96 


25.5 


1500 


30x108 


45.9 ' 


400 


30x120 


31.9 


1000 


30x120 


51.0 


1200 


36 x 96 


30.6 


1500 


36x 96 


49.0 


900 


36x120 


38.2 


800 


36x108 


55.1 


500 


42x 96 


35.7 


400 


36x120 


61.2 


1200 


42x120 


44.6 


600 


42x 96 


57.1 


350 








42x120 


• 71.4 


400 


No. 24 






48x 96 


65.3 


450 


24x 96 


16.3 


1800 


48x120 


81.6 


400 


24x101 


17.2 


1000 








24x120 


20.4 


1000 


No. 20 






26x 96 


17.7 


800 


24x 96 


24.5 


1300 


26x120 


22.1 


1700 


24x120 


30.6 


800 


28x 72 


14.3 


1000 


26x 96 


26.5 


700 


28x 84 


16.7 


1500 


26x120 


33.1 


700 


28 x 96 


19.0 


1200 


28 x 72 


21.4 


600 


28x101 


20.0 


350 


28x 84 


25.0 


2000 


28x108 


21.4 


600 


28 x 96 


28.6 


1200 


28x120 


23.8 


1600 


28x108 


32.1 


700 


30x 96 


20.4 


1900 


28x120 


35.7 


1500 


30x120 


25.5 


800 


30x 96 


30.6 


1500 


36x 96 


24.5 


1100 


30x120 


38.2 


1200 


36x120 


30.6 


800 


36x 96 


36.7 


1800 


42x 96 


28.6 


450 


36x120 


45.9 


1000 


42x120 


35.7 


600 


42x 96 


42.8 


500 








42x120 


53.6 


600 


No. 26 






48x 96 


49.0 


400 


24x 96 


12.24 


4000 


48x120 


61.2 


350 


24x101 


12.88 


3500 








24x120 


15.30 


3500 


No. 22 






26x 96 


13.26 


800 


24x 96 


20.4 


900 


26x120 


16.57 


1000 



Chicago — Joseph T. Rverson & Son — New York 



:04 



0< R FOR I M M E 1> i AT I. S TI [PM1 



BLACK SOFT STEEL SHEETS 

CONTINUED 
ONE PASS COLD ROLLED AND BOX ANNEALED 





Estimated 


Average 




Estimated 


• rage 




Weight 


Stock 


Site 


Weight 


Stock 




per Sheet 


Sheets 




I <r Sheet 


Sheets 


No. 26 






No. 27 






28x 7-' 


10.71 


500 


30x101 


14.7(1 


2(H) 


28x 84 


12.50 


1800 


30x12(1 


17.53 


l(MH) 


28x 96 


It 28 


1000 








28x108 


16.06 


500 


No. 28 






28x120 

30 x 96 
30x108 

30x121) 
30 x 96 
30x120 
42 x 96 
42x120 


17.s:. 
15.30 
17.21 
19.12 
18.30 
22.95 
21. 12 
26.77 


12(H) 
1101) 
5(H) 
1150 
.-.no 
650 
500 

Slid 


24 x 90 
24x101 
20 x 90 
28x 72 
28 x 84 
28x 96 
28x1 os 
28x120 


10.20 
10.73 
11.04 
8.93 
10.41 
11.90 
13.40 
14.87 


2G00 

800 

900 

20(H) 

KHH) 

2500 

950 

KHH) 








30x 96 


12 7.". 


12(H) 


No. 27 












24 x 90 


1 1 . 22 


2300 


No. 29 






24x101 
26x120 


11.80 

15.1<> 


2500 
300 


24x101 


'i 66 


150 


28x 90 


13.08 


2800 








28x101 


13.77 


7(H) 


No. 30 






28x120 


16.36 


1000 


24 x '.)('. 


8 in 


5(HH) 


30x 90 


14.02 


1200 


30 x 90 


10.20 


3000 



CORRUGATED ARCHES 




Our arched corrugated Bheets are especially adapted for flour-. 
rwiKng p of vaults, bridges and for location between [-beams, for all 
reinfotoed concrete construction. We are in position to furnish these 
to required rise or .-pan, in all gauges from No. 26 to 18, inclusive, and 

can always make prompt shipment from stock. 

We have a table, which we will he glad to semi upon request, 
showing use of i heel required to form given .-pan. 



(Hi PR T. Rl Ml Y <• R K 



IN STOCK FOR IMMEDIATE SHIPMENT 305 



GALVANIZED SOFT STEEL SHEETS 

These are soft workable sheets, full weight and true to gauge, 
evenly and tougbly coated with non-corrosive spelter. 





Esti- 






Esti- 






Esti- 






mated 


Aver- 




mated 


Aver- 




mated 


Aver- 


Size 


Weight 


age 


Size 


Weight 


age 


Size 


Weight 


age 




per 


Stock 




per 


Stock 




per 


Stock 




Sheet 






Sheet 






Sheet 




No. 10 






No. 16 






No. 20 






30 x 96 


116 


120 


28x 96 


50 


360 


26 x 96 


29 


670 


30x120 


145 


160 


28x101 


52 


110 


26x120 


36 


120 


36x 96 


138 


320 


28x120 


62 


460 


28x 72 


23 


2020 


36x120 


173 


130 


30 x 96 


53 


940 


28 x 84 


27 


590 


42x 96 


162 


130 


30x120 


66 


830 


28x 96 


31 


2910 


42x120 


202 


130 


36 x 96 


64 


590 


28x108 


35 


700 


48 x 96 


185 


150 


36x120 


80 


1070 


28x120 


39 


770 


48x120 


231 


100 


42 x 96 


74 


260 


30x 96 


33 


1290 








42x120 


93 


150 


30x120 


41 


1300 


No. 12 






48 x 96 


85 


120 


36 x 96 


40 


1270 


30 x 96 


91 


420 


48x120 


106 


190 


36x120 


50 


900 


30x120 


113 


180 








42x 96 


46 


390 


36x 96 


109 


210 


No. 18 






42x120 


58 


320 


.36x120 


136 


170 


24x 96 


35 


400 


48 x 96 


55 


240 


42x 96 


127 


150 


24x120 


43 


360 


48x120 


66 


340 


42x120 


159 


120 


26 x 96 


37 


400 








48 x 96 


145 


100 


26x120 


47 


1190 








48x120 


181 


130 


28x 72 


30 


710 


No. 22 












28 x 84 


■ 35 


380 


24x 96 


23 


960 


No. 14 

30x 96 
30x120 
36x 96 
36x120 
42x 96 
42x120 
48x 96 
48x120 






28x 96 


40 


730 


24x120 


28 


1130 


66 

82 

79 

98 

92 

115 

105 

131 


390 
370 
200 
590 
190 
140 
100 
190 


28x101 
28x108 
28x120 
30 x 96 
30x120 
36 x 96 
36x120 
42 x 96 
42x120 


42 
45 
50 
43 
54 
52 
65 
60 
76 


160 

210 

190 

1280 

1470 

2640 

1590 

220 

130 


26x 96 
26x120 
28x 72 
28 x 84 
28 x 96 
28x108 
28x120 
30 x 96 
30x120 


24 
30 
20 
23 
26 
30 
33 
28 
35 


510 

410 

710 

940 

2330 

750 

1250 

1490 

1280 








48 x 96 


69 


220 


36x 96 


34 


1850 


No. 16 






48x120 


86 


260 


36x120 


42 


610 


24x 96 


43 


240 








42x 96 


39 


420 


24x120 


53 


150 


No. 20 






42x120 


49 


230 


26x 96 


46 


230 


24x 96 


27 


1110 


48x 96 


45 


210 


26x120 


58 


290 


24x120 


33 


1680 


48x120 


56 


200 



Sizes carried in black sheets only can be galvanized promptly. 



Chicago — Joseph T. Ryerson 



Son — New York 



aoo 



IN STOCK V O R I M M I. I) I A T E S II I V M F. N T 



GALVANIZED SOFT STEEL SHEETS 

CONTINUED 





Esti- 






Esti- 






Esti- 






mated 


Aver- 




mated 


Aver- 




mated 


Aver- 


Size 


Wfi^ht 


age 


Size 


Weight 


une 


Size 


Weight 


age 




pet 


Block 




per 
Sheet 


Btoek 




per 
Sheet 


Stock 




Sheet 












No. 24 






No. 26 






No. 28 






24 x 96 


19 


2090 


28xlOS 


1!) 


460 


20x 96 


14 


1840 


24x120 


23 


1360 


28x120 


21 


1740 


26x120 


17 


1370 


20 x 96 


20 


2380 


30 x 90 


18 


2880 


28x 72 


11 


580 


20x120 


25 


1970 


30x120 


23 


2010 


28x 84 


13 


1420 


28x 72 


16 


1400 


30 x 90 


22 


4730 


28x 96 


15 


1080 


28 x 84 


19 


970 


30x120 


27 


900 


28x108 


16 


650 


28x 96 


22 


2750 


42 x 90 


25 


550 


28x120 


18 


820 


28x108 


24 


400 


42x120 


32 


200 


30 x 96 


16 


2020 


28x120 


27 


2240 








30x120 


20 


810 


30x 96 


23 


3470 


No. 27 






30 x 96 


19 


<KM) 


30x120 


29 


1790 


24 x 96 


14 


1000 


30x120 


23 


460 


30 x 96 


28 


2020 


24x120 


17 


400 








30x120 


35 


2360 


20 x 96 


15 


990 


No. 30 






42 x 90 


32 


530 


26x120 


18 


750 


24 x 96 


11 


380 


42x120 


40 


370 


28x 96 


16 


790 


24x120 


13 


510 








28x120 


20 


460 


20) x 96 


11 


800 


No. 26 






30 x 96 


17 


1010 


20x120 


14 


1050 


24 x 90 


15 


1420 


30x120 


21 


2310 


28x 96 


12 


2310 


24x120 


18 


1310 


36 x 96 


20 


500 


28x120 


15 


350 


20 x 90 


16 


1550 


30x120 


25 


520 


30 x 96 


13 


1820 


20x120 


20 


550 








30x120 


16 


430 


28x 72 


13 


560 


No. 28 






36 x 96 


16 


500 


28x 84 


15 


790 


24 x 90 


13 


1000 


30x120 


20 


550 


28x 90 


17 


1600 


24x120 


10 


420 









Sizes curried in black sheets only can be galvanized promptly. 



RYERSON'S SPECIAL" GRADES OF SHEETS 

The several stocks listed and described herein :ire the result of in 
effort to develop and carry in stock, specification sheets suited for 

the "special" needs of certain classes of sheet users. Suggestions on 
stock or mill shipments for special work will be gladly furnished. 



AMERICAN INGOT IRON 

This iron is recommended ai the West rust resisting sheet made. 
By securing greatest rxmunercial purity possible and avoiding 

gation, the milkers h:t\'e eliminated the elements which largely 

accelerate oxidation and corrosion of other sheets. The metal is 



c ii i . \ i i 



K v . 



I Son N i w V 



IN STOCK FOR IMMEDIATE SHIPMF.N T 



307 



RYERSON'S SPECIAL" GRADES OF SHEETS 

CONTINUED 

soft, ductile and tough, and will stand stamping, bending, seaming, 
ordinary and acetylene welding, forming and flanging. Its analysis 
and approximate physical properties are as follows: 



Sulphur 021% 

Phosphorus 005% 

Carbon 020% 

Manganese Trace 

Silicon Trace 

Iron 99.95% 

100 % 



Yield Point. . 28250 pounds 

per square inch 
Ultimate Strength. . .44330 pounds 

per square inch 

Elongation in 8 inch 295 

Reduction of Area 002 



AMERICAN INGOT IRON GALVANIZED SHEETS 

Base sheets of ingot iron are covered with full weight zinc spelter, 
because the zinc as an electro-positive to iron, has a neutralizing 
electrolytic effect on its corrosion. Recommended as excellent non- 
corrosive sheets for metal shingles, siding, roofing, metal window 
frames, refrigerators, skylights, grain elevators, etc. 





Average 




Average 




Average 




Average 


Size 


Stock 


Size 


Stock 


Size 


Stock 


Size 


Stock 




Sheets 




Sheets 




Sheets 




Sheets 


No. 18 




No. 22 




No. 24 




No. 27 




24x96 


180 


24x96 


150 


24x120 


100 


28x 96 


150 


28x96 


150 


28x96 


200 


28x120 


200 


30x 96 


100 


30x96 


150 


30x96 


170 


30x120 


175 






36x96 


120 


36x96 


150 


32x120 


100 


No. 28 

24 x 96 












36x120 


100 


200 


No. 20 




No. 24 




No. 26 




28 x 96 


250 


24x96 


160 


24x96 


100 


24x 96 


150 


30 x 96 


250 


28x96 


160 


26x96 


200 


28x 96 


250 


36 x 96 


170 


30x96 


130 


28x96 


200 


30 x 96 


100 


28x120 


300 


36x96 


130 


30x96 


150 


36 x 96 


100 


30x120 


180 






32x96 


60 


28x120 


100 







AMERICAN INGOT IRON BLUE ANNEALED SHEETS 




Average 




Average 




Aveiage 




Average 


Size 


Stock 


Size 


Stock 


Size 


Stock 


Size 


Stock 




Sheets 




Sheets 




Sheets 




Sheets 


No. 10 




No. 12 




No. 14 




No. 16 




36x 96 


40 


36 x 96 


50 


36x 96 


40 


36 x 96 


60 


36x120 


50 


36x120 


60 


36x120 


40 


36x120 


60 


48x120 


50 


48x120 


60 


48x120 


50 


48x120 


70 


48x156 


40 


48x156 


30 


48x156 


35 


48x156 


35 


60x120 


35 


60x120 


25 


60x120 


30 


60x120 


30 


60x156 


30 


60x156 


20 


60x156 


30 


60x156 


30 



Chicago — Joseph T. Ryerson & Son — New York 



rtos 



IN STOCK FOR IMMEDIAT1 SHIPMENT 



RYERSON'S EXTRA" DEEP STAMPING AND 
SPINNING STEEL SHEETS 

This is a soft velvet or dull finish full pickled sheet steel reannealt »d 
and made for us from special analysis sheet bars, particularly suited 
for most difficult drawing, spinning and stamping work. It is espec- 
ially suited for porcelain enameling on account of the dull porous 
character of the surface of the steel. It is used for enameled signs, 
sanitary articles and apparatus, stamped and spun sheet work of 
all kinds, often being substituted for brass. 



Size 


Esti- 
mated 
Weight 
per 
Sheet 


hft r- 

Stock 


Size 


Esti- 
mated 

Weight 

Sheet 


Aver- 
age 
Stock 




Esti- 
mated 
Weight 

per 

Sheet 


Aver- 
age 
Stock 


No. 16 






No. 20 






No. 24 






24 x 96 


40. SO 


660 


•_'l 96 


24.48 


1250 


24 x 96 


111 32 


1600 


30x 96 


51.00 


330 


30 x 96 


30.60 


17(H, 


30 x 96 


24 !() 


1500 


No. 18 






No. 22 






No. 26 






24 x 96 


32.64 


350 


24 ■ 96 


20.40 


1000 


24 x 96 


12 25 


400 


30x 96 


id 80 


1200 


30x 96 


25 50 


1800 


30 x 96 


15.30 


400 



Cold Rolled Strip Steel in a large variety 

nil qualities, i^ shown on page lis. 



of gauges and widths, 



RYERSON'S PATENT LEVELED AUTO STOCK 

This is a highly finished full pickled sheet, patent leveled to 

secure maximum smoothness and freedom from buckles. It is 

. specially suited for tin- same plating and enameling as Kyerson's 

Pickled, I » u t used where level smooth surfaces are essential. 

It is specified for automobile body and fender, high daas buggy and 

Carriage body, metallic furniture and similar work. 





:,:iNii 


<'~ 




tated 

.hi 
iVr 1 




No. 20 
96 

30- 

;;c. 120 


21 00 

1 IN) 

16.00 


IfiOO 
1800 
1600 


No. 22 

24 • 96 
96 

36xl-i» 


90 00 
M 90 
88.25 


uoo 

1500 

13U) 



( It I « 






T , Ryii W i w Y 



IN STOCK FOR IMMEDIATK SHIPMENT 



309 



RYERSON LEAD FINISH SHEETS — LONG TERNES 

This is a new stock of high grade terne plate — a base sheet of 
steel with 8 pound composite lead and tin coated surface. The 
close union possible between the leaded surface and solder makes 
this stock best suited for gasoline tanks, for motor cars and motor- 
cycles. The sheets can be worked without splitting off the coating 
and are well suited for outside work. 





Estimated 


Average 




Estimated 


Average 


Size 


Weight 


Stock 


Size 


Weight 
Per Sheet 


Stock 




Per Sheet 


Bundles 




Bundles 


No. 16 






No. 22 






36x120 


75.00 


300 


36x120 


37.50 


300 


No. 18 






No. 24 






36x120 


GO. 00 


250 


36x120 


30.00 


200 


No. 20 












36x120 


45.00 


400 









RYERSON METALLIC FURNITURE STOCK 

These sheets are offered for builders of steel furniture, lockers, 
cabinets and filing systems, and similar work where perfectly flat 
smooth surfaces must be finished in high class paint or enamel. 
These sheets are full cold rolled, full pickled, re-annealed, and 
stretcher leveled. We recommend them for the best class of the 
work described above where ordinary sheets are unsatisfactory on 
account of finish or other special sheets on account of insufficient 
smoothness. 





Estimated 


Average 




Estimated 


Average 


Size 


Weight 


Stock 


Size 


Weight 


Stock 




Per Sheet 


Sheets 




Per Sheet 


Sheets 


No. 20 






No. 22 






24x 96 


24.00 


1000 


24x 96 


20.00 


700 


30x 96 


30.00 


1000 


30x 96 


24.90 


500 


36x120 


45.00 


500 


36x120 


38.25 


600 



RYERSON UNIFORM BLUE SHEETS 

These are glossy, smooth finished sheets of uniform dark blue 
well suited for range fronts and work where good looking natural 
finish is desired. 





Estimated 


Average 




Estimated 


Average 


Size 


Weight 
per Sheet 


Stock 


Size 


Weight 


Stock 




Bundles 




per Sheet 


Bundles 


No 20 






No. 26 






30x101 


20.00 


100 


24x101 


12.63 


100 


No. 22 






No. 27 






30x101 


24.90 


100 


24x101 


11.55 


100 


No. 24 






No. 28 






28x101 


19.60 


75 


24x101 


10.53 


100- 



Chicago — Joseph T. Ryerson & Son — New York 



.110 



IN STOCK FOR I M M I- D I A T E SHIPMENT 



RYERSON'S SPECIAL C" PICKLED 
STEEL SHEETS 

This is a highly finished full pickled cold rolled sheet particularly 
suited to plated, fine painted and baked enamel-painted finishes; 
also soft enough for shallow stamping. It is used for fixtures, fur- 
niture parts, metal novelties, automobile bodies — especially fenders, 
brass finished parts, etc., where fine finish is the essential require- 
ment. 



Size 


Estimated 

Weight 

per Sheet 


Average 
Block 

Sheets 


Siie 


Estimated 
Weight 

per Sheet 


A verage 
Stock 

Sheets 


No. 16 

24 x 96 
30x 96 


40.80 
51.00 


250 

700 


No. 22 

24 x 96 
30x 96 


20.40 
25.50 


5.500 
800 


No. 18 

24 x 96 
30x 96 


32.64 
40.80 


700 
850 


No. 24 

24 x 96 
30x 96 


16 32 
20.40 


1400 
2000 


No. 20 

24x 96 
30x 96 


24.48 
30.60 


1300 
3000 


No. 26 

24 x 96 
30x 96 


12.25 
15.30 


1800 
1500 



WOOD'S REFINED SMOOTH FINISHED SHEETS 

This is a third grade with a dark oxide surface worked into ■ 
good depth by special treatment. The sheets have clear surface 
with a solid color dark finish, and are popular with trade working the 
sheet into products where the natural finish is retained. Furnished 

only in unbroken packs of 250 pounds each. 



Size 


Estimated 

Weight 

|KT Sheet 


A verage 

Stuck 
Bundles 


Size 


Estimated 
Weight 

Jmt Sheet 


Average 
Stock 

Bundles 


No. 20 

24x101 

28xK>l 


25 25 
29.46 


100 

130 


No. 26 
24x101 
28x101 


12.63 

11 72 


1(H) 

80 


No. 22 

24x101 
28x101 


21 .06 

2 \ 56 


65 
75 


No. 27 
24x101 
28x101 


11 56 
13.48 


86 

66 


No. 24 

24x101 
28x101 


Hi 83 
19.63 


120 

140 


No. 28 
M <101 

28x101 


10.53 
12.26 


150 
60 



(' II I 



i II I . R V I R v 



N I u Y 



IN STOCK FOR IMMEDIATE SHIPMENT 



311 



RYERSOIM'S ELECTRICAL SHEETS 

A stock especially developed for the laminations of dynamos and 
motors operated at medium to high speed. These sheets have great 
permeability, permitting free passage of inductive electrical currents 
set up in dynamo and motor operation. The iron losses are very 
low and the steel is made to prevent age losses. We recommend 
these sheets for motors, dynamos, large transformers, and other 
electrical work, where the conductivity of the steel is of value. 





Esti- 






Esti- 






Esti- 






mated 


Aver- 




mated 


Aver- 




mated 


Aver- 


Size 


Weight 
Per 
Sheet 


age 

Stock 


Size 


Weight 
Per 
Sheet 


age 

Stock 


Size 


Weight 
Per 
Sheet 


age 
Stock 


No. 18 






No. 24 






No. 28 






24x120 


40.80 


100 


24x120 


20.40 


590 


30x120 


15.94 


300 


26x104 


38.30 


105 


26x104 


19.15 


390 


36x108 


17.21 


800 


30x120 


51.00 


50 


30x120 


25.50 


120 








36x108 


55.08 


40 


36x108 


27.54 


500 


No. 29 






No. 20 












24x120 


11.47 


300 


24x120 


30.60 


280 


No. 26 






26x104 


10.77 


600 


26x104 


28.75 


200 


24x120 


15.30 


650 


30x120 


14.34 


220 


30x120 


38.25 


150 


26x104 


14.38 


1000 


36x108 


15.49 


600 


36x108 


41.30 


200 


30x120 
36x108 


19.12 
20.65 


475 
870 








No. 22 












No. 30 






24x120 


25.50 


40 








24x120 


10.20 


650 


26x104 


23.95 


310 


No. 28 






26x104 


9.57 


1260 


30x120 


31.87 


250 


24x120 


12.75 


680 


30x120 


12.75 


400 


36x108 


34.41 


100 


26x104 


11.97 


260 


36x108 


13.77 


2000 



CORRUGATED RIDGE ROLL 




We are in a position to ship immediately, both plain and corru- 
gated ridge roll, in black, painted or galvanized quality. Standard 
girth is furnished unless otherwise specified. Either 134 or 2H inch 
corrugations in gauges No. 22 and lighter are always in stock, heavier 
if desired, from the mill. 



Chicago — Joseph T. Ryerson & Son — New York 



312 



IN STOCK FOB IMMEDIATE SHIPMENT 



WOOD'S A" PLANISHED IRON SHEETS 

Sheets made of genuine charcoal hammered bloom iron with a 
glossy dark blue mottled surface. These have the most perfect 
dark metallic finish of any stock brand of sheet, and, by freedom from 
oxidation, retain their high grade finish under severe service, such as 
stove and range manufacture, metal ornaments or exposed work. 
Russia Iron has entirely given way to these domestic sheets. 





Est, 


Avg. 




Est. 


Ave. 




Est. 


An. 


Size 


Weight 


Stock 


Size 


Weight 


Stock 


Size 


Weight 


Stork 




por Short 


Packs. 




per Short 


Pacta. 




per Sheet 


Packs. 


No. 22 






No. 23 






No. 27 






28x60 


14.59 


25 


28x56 


12.22 


6 


24x60 


6.86 


40 


28x72 


17.50 


10 


No. 24 






28x60 


8.02 


30 


No. 23 






28x60 


11.68 


32 


No. 28 






28x60 


13.12 


10 


No. 26 






2Sx60 


7.28 


20 


28x72 


15.72 


20 


28x60 


8.75 


25 









These sheets come in air-tight unbroken packs of about 250 pounds. 

WOOD'S "A" PLANISHED LOCOMOTIVE 
JACKET IRON 

These are sheets made under the same process and especially 
adapted for railroad work. The sheets are particularly well known 
as standard for sheathing on high-class modern locomotives. 





Est. 


Avg. 




Est, 


Avg. 




Est. 


Avg. 


Size 


Weight 


Stock 


Size 


Weight 


Stock 


Size 


Weight 






per Sheet 


Packs. 




per Sheet 


Packs. 




per Shoot 


Packs. 


No. 22 






No. 23 






No. 27 






28x60 


14.59 


25 


28x72 


15.72 


20 


24x60 


6.86 


30 


28x72 


17.50 


10 


No. 24 






28x60 


8.02 


25 


No. 23 






28x60 


11.68 


30 


No. 28 






28x56 


12.23 


10 


No. 26 






28x60 


7.2S 


15 


28x00 


13.12 


' 12 


28x60 


8.75 


20 









WELLSVILLE POLISHED SHEETS 

WellsviOe Polished is a handsome dark blue product (oiled) 
• specially used by trade for high-class stoves, ranges, stovepipes, 
elbows, filing cabinets, go-carts, etc. 



<Uv 


Est. 
Weight 

per Shoot 


Avg. 

Stock 

Bdls. 




Kst. 
Weight 
per Sheet 


Avp. 
Stock 
Bdk 


Sue 


Kst. 
Weight 

per Sheet 


Am 

Stock 


No. 18 

24x101 
30x101 
No. 20 
24x101 

:;n. ioi 
No. 22 
24x101 


:;:; .17 
42.08 

31 56 

10.09 


80 
80 

100 

100 

KM) 


No. 22 

30x101 

No. 24 
24 • IOI 
30x101 

No. 26 
24> no 


26.30 

16.00 

20.00 

12.63 


200 
250 

600 

100 


No. 26 
28 <101 

30x101 

No. 27 
24 101 

28> no 
30x101 


1 l 72 
15.78 

11.55 
13.48 

1 1.17 


350 

200 

250 
150 
530 



Cxicj 






IN STOCK FOR IMMEDIATE SHIPMENT 



313 



CORRUGATED ROOFING SHEETS 

Our roofing is made of full weight sheets and should be compared 
with others on a pound price basis. 

GALVANIZED 



No. 16 


No. 20 


No. 22 


No. 24 


No. 27 


26 x 96 


26 x 72 


26 x 96 


26x108 


26 x 96 


26x120 


26 x 84 
26 x 96 


26x108 
26x120 


26x120 


26x120 


No. 18 


26x108 




No. 26 


No. 28 


26x 72 


26x120 




26 x 72 


26 x 72 


26 x 84 




No. 24 


26 x 84 


26 x 84 


26 x 96 


No. 22 


26 x 72 


26 x 96 


26 x 96 


26x108 


26 x 72 


26 x 84 


26x108 


26x108 


26x120 


26 x 84 


26 x 96 


26x120 


26x120 





BLACK AND PAINTED 




No. 16 


No. 20 


No. 22 


No. 24 


No. 27 


26 x 96 


26 x 84 


26 x 96 


26x108 


26 x 96 


26x120 


26x 96 
26x108 


26x108 
26x120 


26x120 


26x120 


No. 18 


26x120 




No. 26 


No. 28 


26 x 96 






26 x 72 


26 x 72 


26x120 




No. 24 


26 x 84 


26 x 84 




No. 22 


26 x 72 


26x 96 


26 x 96 


No. 20 


26x 72 


26 x 84 


26x108 


26x108 


26 x 72 


26 x 84 


25 x 96 


26x120 


26x120 



The above sheets are corrugated with standard 23^ inch corruga- 
tions, and cover 24 inches when placed in position, allowing for lap 
on each side. 

We also have all of the above, excepting the No. 16 gauge, corru- 
gated with \yi inch corrugations. 

We can furnish promptly in addition to the above, sheets of any- 
special width or length corrugated with either V/i inch or 2^ inch 
corrugations. 

AMERICAN INGOT IRON 

Galvanized corrugated American Ingot Iron can be furnished 
immediately from stock, in any thickness up to and including No. 18 
gauge, in any standard length and width desired. 



GALVANIZED NAILS AND 
LEAD WASHERS 

We carry in stock for immediate shipment galvanized nails and 
lead washers for use in laying roofing sheets and siding. The lead 
washers with the roofing nails make an absolutely water-tight joint. 



Chic 



Joseph T. Ryerson & Son — New York 



1 N S T CK FUR I M M EDI A 1 



MI I P M E N T 



V CRIMPED ROOFING 



ROOFING AND SIDING 

V crimped roofing can be fur- 
nished from Chicago stock with 
either two or three V crimps ?4 
incheshigh in black, painted or gal- 
vanized, with or without sticks in 
lengths varying from 5 to 10 feet. 



Gauge 


Wrijiht per 
Square 
Painted, 
Pounds 


Wricht per 
Square 

Galvanized, 
Pounds 


24 
M 

28 


111 

84 
69 


124 
99 

86 



BEADED SHEETS 



PLAIN BRICK SIDING 
PAINTED OR GALVANIZED 



1 II II II 


II II II 1 


1 II II 1 


II II II 1 


II 


1 11 1 1 


1 II II I 



Beaded sheets, painted or gal- 
vanized, for ceiling or siding can 
be furnished promptly from Chi- 
cago stock in sheets 24x% inches 
and 24x120 inches. 

ROCK FACE BRICK SIDING 
PAINTED OR GALVANIZED 



We are prepared to furnish 
plain brick siding from Chicago 
stock in sheets 30x60 inches in 
No. 26 and 28 gauge. 

ROCK FACE STONE SIDING 
PAINTED OR GALVANIZED 



ggK^EEnnrr-Ji 



L<.>a-0 L^^:fTT31F^ 



lu^it^ji^sia 



2EnEa2E52 



mwmw 



flWffl^MS' 



ffifeg^^ia E^ESE^ 



Rook face brick siding can bo We are prepared to furnish 

famished promptly from Chi- promply from Chicago stock rock 
sagO stock in sheets 28x60 inches face stone siding in sheets 28x60 

in \o. 'JX gaugo. inches of No. 28 gauge. Size of 

etch stone 9jx20 inches. 

in bo shipped promptly from mill. 
C ■ I C A CO — J O 8 V F il 1. R T M I SO N & S u N — N l w Y u K K 



IN STOCK FOR IMMEDIATE SHIPMEN T 



401 



BOILER TUBES 

Our stock covers a complete range of diameters and lengths 
usually called for in the following three grades: 

lap-weld steel tubes of best quality low carbon open hearth 
skelp, with a perfect welded seam and each tube tested for 500 pounds 
pressure. Steel tubes give greatest strength, combined with ductility, 
so that expanding and setting can be done without injury. 

charcoal iron tubes of best puddled iron skelp, with a perfect 
welded seam, tested for 500 pounds pressure. These tubes are pre- 
ferred under conditions where iron is less quickly pitted and corroded 
than steel. 

seamless steel tubes of best low carbon, low phosphorus, 
low sulphur, open hearth steel. Approximate physical properties 
are: Tensile Strength, 50,000 pounds; Elastic Limit, 35,000 pounds, 
and Elongation, 33 per cent. These tubes combine great ductility, 
high strength value, welding value superior to iron, great accuracy 
of diameter and gauge. The fact that they are pierced from solid 
billets and worked down to tube form insures a quality of tube 
superior to others in resistance to pitting and safety under cold 
working. 



•S 


Average Stock 


Diameter in 
Inches 

Length in 
Feet 


Average Stock 


Diameter 
Inches 

Length i 
Feet 


2 

S*"aS 

h-5 


!§ 

as *; 
O 


3% 

9-2 

EC 


2 


8 a 

-a 1-1 
O 


1— 

"a il 

m 


1 Xl2 






400 

550 
400 
175 

300 
150 
250 
200 


2 x 3J4 

x 4 
X 4^ 
x 5 
x 53^ 
x 6 
x 6^ 
x 7 

x 7y 2 

X 8 
X 9 
xlO 
Xll 
Xl2 
xl3 
xl4 
xl5 
xl6 
xl8 
x20 


300 
400 
225 
400 
300 
550 
500 
275 
250 
350 
450 
350 
325 
300 
175 
350 
240 
300 
350 
150 


200 
250 
160 
175 
210 
475 
350 
250 
150 
200 
300 
275 

' 290 
100 
175 
125 
235 
250 
100 


175 


1Mxlo 
xl2 












150 


xl4 








VAxlO 
xl2 






425 

400 






260 


xl4 






150 


Xl6 






250 


VAX 5 
xlO 
Xl2 
Xl4 
xl6 


250 
500 
550 
250 
250 

275 

100 
150 




200 
200 




200 
225 

200 


225 

250 

200 


2x2 

x 2y 2 

x 3 


160 
125 
140 


' 150 


" 250 ' 
150 
100 



For Price List, see page 832. 
Chicago — Joseph T. Ryerson 



Son — New York 



402 



I N S T UCK FOR I M M E D I AT E bill 1* M E N 1 



BOILER TUBES 

CONTINUED 



a a 


Average Stock 


Diameter in 
Inches 

Length in 
Feet 


Average Stock 


f-s Si 

Q J 


2 
J" 


3 

U 

o 


r 

125 

200 
100 

250 


-0 
|| 

r 


h 




fa 

J 1 


2 1 1 xlO 


200 
160 
250 

300 




3',xl0 
Xl2 

xll 
xl6 
xl7 

3i 2 xl0 
xliH 

Xl2 

Xl2^ 

Xl3 

Xl4 

xl5 

Xl6 

xis 
x20 

4 xl2 
xl4 
xl5 
xl6 
xl7 
xlS 
x20 
X22 

4i..xl6 
xl8 
x20 
X22 

5 Xl8 

X20 

6 xir- 

is 

x20 
X22 
<24 


150 
200 
150 
125 






xl2 






xM 

xl6 




150 

250 


2'..x 2 
x 5 


200 
150 
350 
150 
250 
300 


200 




200 

200 
250 
275 
200 
150 
250 
125 
125 
400 
220 
175 
300 
230 






200 


x 5^ 
x 6 
x 6K> 
x 7 








"200" 

175 
300 
350 
150 
150 
250 
150 

"*150 


150 
100 
150 

250 
190 
200 
100 
225 
290 


150 


250 
250 


x 7^ 
X 8 




300 


x 9 
xio 

xl2 


350 
300 
300 

300 
200 
350 
600 
200 
750 
275 

•JIM) 

130 

120 

100 

75 

100 
100 

80 

KM) 

80 

75 

7.") 


300 
250 


200 
400 


xl4 

Xl5 

xl6 
xlS 
X22 


150 
200 
200 
350 


500' 

400 

400 




250 
250 
200 
200 

275 

300 

L'lM) 

300 
160 
350 
250 
250 

200 






2-, <10 


500 
175 
100 

100 

70 

120 


400 
600 
150 


Xl2 






Xl4 






xlG 






3 x 6 


150 
100 
160 
150 
300 
275 

"200' 
500 
200 
120 


430 

220 
150 

300 
350 
300 
500 
100 


80 ' 

KM) 


XlO 

xll 






Xl2 






Xl3 

• 1 1 






Xl5 






• L6 






• L8 






X20 













For Price List, lee p:v«< S 
Chicago — Joseph T . IyiISOI I 6 O M — N IV V u r k 



IN STOCK FOR IMMEDIATE SHIPMENT 



403 



BOILER TUBES 

CONTINUED 

We have machinery for cutting boiler tubes to exact length rapidly 
and without leaving a burr on the tube. Cutting to length and thread- 
ing done at a small advance over cost of the tube. Tubes which 
are cut from stock can be annealed upon request at a small charge. 

We are also in a position to furnish promptly from Chicago stock 
seamless brass and copper tubes of any size required. 

We can furnish safe ends out of stock in any diameter and length. 

COLD DRAWN SEAMLESS STEEL TUBING 
FOR MECHANICAL PURPOSES 

Cold Drawn Seamless Steel Tubing is now being used extensively 
for various mechanical and engineering purposes. It is made of 
high grade material so that it machines readily and cuts free and 
clean. Owing to its smooth finish and slight variation in diameter 
and gauge it can often be used to advantage in place of parts usually 
machined from solid stock. 

We can furnish promptly from Chicago stock any standard size 
of mechanical tubing required, and can secure special sizes promptly 
from the mill. 

EXTRAS TO BE DEDUCTED FROM BASE DISCOUNT 



Thick- 
ness 


Equiva- 
lent in 

Decimal 
of Inch 


Outside Du meter in Inches 


B.W.G. 
and 

Fractions 


\2 


% 


K 


H 


1 


Ws 


m 


m 


m 


IK 


2 


2H 


2V 2 


2% 


20 


.035 
.049 
.065 
.083 

.095 
.109 
.120 
.134 

.156 

.188 
.218 
.250 


35 
25 
21 

18 

15 
13 
11 


25 
21 
18 
15 

13 
11 

9 

8 


21 
18 
15 
13 

11 
9 

8 

7 

6 
5 


18 
15 
13 
11 

9 

8 
7 
6 

5 
4 
3 


15 

13 

11 

9 

8 
7 
6 
5 

4 
3 
2 
1 


13 

11 

9 

8 

7 
6 
5 
4 

3 

2 
1 


n 

9 

8 

7 

6 
5 
4 
3 

2 
1 


9 

8 
7 
6 

5 
4 
3 

2 

1 


8 
7 
6 
5 

4 
3 

2 

1 












18 












16 
14 

13 


5 

4 

3 

2 
1 


4 
3 

2 
1 


3 

2 

1 


2 
1 


1 


12 






11 








10 










7 










































H 





















































Note . — Lower the base discount by the number of points indicated 
for each size and gauge. 
List on page 832. 

Chicago — Joseph T. Ryerson & Son — New York 



404 



I N S T C K F u R 1 M M EDI A 1 E SUIT M E N T 



THE CONTINENTAL BOILER 

WITH MORISON CORRUGATED FURNACE 




THIS IS THE MOST EFFICIENT. THE MOST ECONOMICAL AND THE 
SAFEST BOILER BUILT 

Its efficiency is due primarily to the fact that the boiler is entirely 
self-contained. There is no brick setting to absorb and radiate 
the heat into the boiler room. Every unit has to pass into the water 
surrounding the furnace, and thus the evaporation per pound of 
fuel is greater than with other types of boilers, in which part of the 
heat is spent in heating up many thousand bricks. 

Its economy rests in its simplicity of construction. There is 
nothing to get out of order, no brick setting to crack from the alter- 
nate heating and cooling; no cast-iron connections which may be 
honeycombed with blowholes, and a continual source of anxiety. 

It is economical in space, and a greater amount of horse-power can 
be installed in a given cubical space than in any other type of boiler. 
It is easily I learn d, and will give as high a factor of evaporation at 
the end of the tenth year as at the beginning of the first. 

Its safety is a matter of record. A boiler of this type has never 
been known to explode though more than '25,000 are in use. 

The Continental Boiler with Morison Corrugated Furnaces is not 
patented, and may be l>uilt l>y any shop having the necessary equip- 
ment. W '»• .shall Ik- ploflood to send drawings and full information 
to any one contemplating the installation of a power plant or to any 
one interested in boiler design and const ruction. 

Chicago — .1 " - i r n I . RtlllOl I S • > n - N t u V k k 



IN STOCK FOR IMMEDIA T E S TT T P M E N T 



40 : 



MORISON CORRUGATED FURNACES 

FOR CONTINENTAL AND LANCASHIRE BOILERS 




The cut above represents the Morison Corrugated Furnace, made 
by the Continental Iron Works of Brooklyn, N. Y. The corru- 
gations of Morison furnaces give them great rigidity and practically 
guarantee them against crushing. At the same time these corru- 
gations greatly increase the heating surface, and, by retarding the 
passage of hot gases and flame, serve as baffle plates, increasing the 
efficiency of the boiler. Alternate expansion and contraction of the 
furnace tends to loosen scale from its exterior— an important con- 
sideration. 

Standard stationary furnaces are made in three styles. Type 
"A" has two "outside" plain ends. In other words, the I. D. of 
the plain ends is the same as the greatest I. D. of corrugations. 
Type "B" has two "inside" plain ends and type "C" has one "out- 
side" end and one "inside" end. Marine furnaces may be either 
straight end or flanged end. The latter are known as the removable 
type. Send for Continental catalogue, giving typical designs, both 
stationary and marine types. 

PRESSED STEEL LOOP HANGERS 




PRICE LIST AND DIMENSIONS 



Thickness 


Length Over All 


Weight Each 


Price Each 


s 

16 

H 
H 


22 
22M 
22M 
22% 


12 
13 
14 
19 


SO. 75 
1.00 
1.00 
1.50 



Chicago — Joseph T. RyersoK & Son — New York 



400 IN ST C K FOR 1 M M I n I A T E SIIIPMEN T 



RYERSON BOILER HANGERS 




The design of Ryerson Hangers develops maximum strength with 
a minimum of material and eliminates riveting through three thick- 
nesses of plate as is the case with the old style hand-forged hanger. 
The hangers are formed on hydraulic presses from Flange Steel 
Plate and no heating or hammering is necessary to fit them t<> a 
boiler. 



PRICE LIST AND DIMENSIONS 



Size Hanger 

Thickness of Material 

Width over all 

Width between Vertical Ribs . . 

Height over all 

Width of Flange 

Height from Center line of Boiler 

to Base of Rod Surface 

Height from Center line of Boiler 

to lowest point of Hanger 

Diameter Of Suspending Rod. . . . 

Sue Hole Drilled for Rod 

Number of Rivets used in each 

Sl/e of Idvets 

Distance between Rivet lines in 

Rangei 

of fir>t Rivets ErOO 

bottom of Hangar 

Center to Center of Kivet.s in 



Rivet in Center of ToB 1 l.m/e 

f r< >rn Tup EdfS 

1 i'li, poundi 

h 



36 

A 

4', 
6 



i 

LA 



4 
$0.sn 



42 
6 



1M 

$o.w 



48 

5 
BK 

7', 

3 

1', 

1A 



H 
VH 

i'- 

m 

9 
$F32 



54 

n% 
5 
8] 

3\ 

4 

IX 

1A 



H 
9H 

i'< 
u 

$1.44 



60 
ISM 

10» 4 

10M 
tk 



n 



66 
M 

ln ( , 

Uk 

Sk 

I - 



ii 
i 

Ik 



UMP M 



72 

r,i . 

8 

3 S 4 
12 

4*4 
1 S 4 

ifi 



i:t 

m 

BO 

$3.30 



78 

15$ 

8 

3 S 4 



BH 

2 

2A 

7 
1 

Ik 

$3.60 



B4 

I 

3 s k 
14 

Ik 

7 
1 

13 
411 

BB.M 



C H I i a i; «> - I 



K.iK-.-. I So M \ i u Vmkk 



N STOCK FOR IMMEDIATE SHIPMENT 



407 



BEST BOILER LUG 




These lugs, pressed from flange steel plate, have grooves in the 
bottom legs for rollers. As will be noted from the illustration, there 
are no flanges on the sides of the lug to interfere with punching from 
either side or machine riveting. The lugs are formed true to sweep, 
so that no heating or hammering is necessary to fit them to the 
boiler. 

An excellent slip lug can be made of the Best Lug by cutting a 
U-shaped plate, rolling it to fit over the leg next to the boiler and 
extending about 33^ inches beyond on top and sides, and riveting it 
to the boiler with a filler plate between. 

PRICE LIST AND DIMENSIONS 



Diameter, Boiler, 
Inches 

Price 

Weight, Pounds . . 

Thickness 

Height on Boiler. 

Length, Projection 

Width of Lug.... 

Height Above 
Center 



30 

SO. 78 



36 
$0.94 



42 

$1.16 
10J4 

Yi 

8 
8 



48 

$1.34 
13 

A 

8 
8 
8 

3K 



54 

$2.00 
20^ 

16 
10 

10 
10 

3J4 



$2.32 
25 
H 

10 
10 
10 



$2.92 
34 

N 

12 
12 
12 

4J4 



72 
$3.32 
40 

12 
12 
12 



78 

$3.76 
46 
% 
12 
12 
12 



84 

$4.20 
50 

u * 

12 

12 



$4.64 
56 

% 
12 
12 
12 



42 inch lugs fit 44 inch boilers perfectly and are furnished when 
44 inch lugs are ordered. 



Chicago — Joseph T. Ryerson 



Son — New York 



40R IN STOCK FOR IMMEDIATE SHIPMENT 
RYERSON FORGED STEEL FLANGES 




We carry in stock three kinds of flanges; light Tank Flanges which 
are especially adapted for tanks and thin plate work, standard Boiler 
Flanges which are for use on boilers and pressure tanks where pipe 
connections are necessary, and Marine Flanges which are extra heavy 
for high pressure. 

We always have on hand a large supply of flat flanges, and flanges 
bent to all standard sweeps. Special sizes and sweeps c:in he fur- 
nished very promptly. 

All of our flanges are forged from solid steel billets. The core is 
punched out under the hammer, so that the threads run flush to the 
bottom of the flange. The flanges are lathe finished to a beveled 
edge for calking and every flange is tested for the threads before 
shipment. 

FORGED STEEL BOILER FLANGES 

LIST PRICE AND DIMENSIONS 



Size Pipe, 


Diameter, 


Thickness, 


Depth of 
Flanges, 


Price, 


Price, 


I nches 


Inches 


Inches 


Inches 


Threaded 


Plain 


H 


6 


16 


1 


$1.70 


$1.00 


l 


6 


5 

IT 


1 


1 80 


1.00 


m 


ti'. 


3 

16 


1 


1.95 


1 7 5 


i' > 


7 


H 


IX 


2 25 


2.05 


2 


8 


H 


l'l 


2.50 


2 35 


2', 


m 


: 's 


IX 


2 60 


2 4.") 


3 


9 




IH 


2.80 


2 05 


m 


!»'., 


A 


i'. 


3 20 


3.00 


4 


10 


s 


2 


3 50 


3 36 


4', 


:<>>, 


', 


2 


1 20 


4 oo 


5 


ip. 


1 _' 


2 


5 00 


J 75 


6 


12', 


\i 


2 


6 (HI 


5 70 


7 


M 


% 


2'-, 


9 INI 


8 00 


s 


15 




->', 


12 00 


11.40 





Hi 




-"< 


20 (Mi 


17.00 


10 


17', 




2H 


25 00 


21 00 


12 


20 




2H 


30.00 


26 00 



C ii i < too Jos ir ii T. Rtiiioi I Son Kiw Y <■ r k 



IN STOCK FOR IMMEDIATE SHIPMENT 



40*) 



RYERSON FORGED STEEL FLANGES 

CONTINUED 

FORGED STEEL TANK FLANGES 

PRICE LIST AND DIMENSIONS 













Price Each. Flat 








Thick- 


Depth of 


Diameter 






Price for 


Size 






Inches 


eter 


ness 


Hub 


of Hub 


Threaded 


Plain 


Bending 


1 


5 


3 
16 


n 

16 


IK 


$1.60 


$1.40 


$0.20 


IK 


5^ 


H 


16 


2^ 


1.75 


1.55 


.20 


m 


6 


% 


H 


2A 


2.00 


1.80 


.25 


2 


m 


U 


*4 


3^ 


2.40 


2.10 


.25 


2V ?I 


7V?, 


_5_ 
16 


l 


■Jie 


2.60 


2.30 


.30 


3 


8 


5 
16 


m 


4_5_ 

^16 


2.80 


2.65 


.30 


3H 


8H 


fV 


IVs 


4M 


3.60 


3.05 


.35 


4 


m 


3 /8 


1& 


5^ 


4.00 


3.35 


.35 


m 


10 


% 


1M 


5% 


4.75 


4.00 


.40 


5 


11 


M 


ifV 


°16 


6.50 


4.75 


.40 


6 


12 


« 


1H 


7il 

• 16 


7.50 


6.00 


.45 



FORGED STEEL MARINE FLANGES 
LIST PRICE AND DIMENSIONS 



Size, 


Diameter, 


Thickness, 


Depth of 


Price, 


Price, 


Inches 


Inches 


Inches 


Flanges, 
Inches 


Threaded 


Plain 


V/o 


7 


y 2 


IVs 


$2.40 


$2.28 


2 


8 


V2 


m 


2.50 


2.35 


VA 


8}4 


Vo 


m 


2.60 


2.45 


3 


9 


9 
16 


m 


2.80 


2.65 


3^ 


m 


9 
16 


i% 


3.20 


3.00 


4 


n 


11 


2M 


3.50 


3.35 


4^ 


ny 2 


M 


2% 


4.20 


4.00 


5 


12V 2 


H 


2% 


5.00 


4.75 


6 


l&A 


H 


3 


6.00 


5.70 



Write for discounts. 



JOINT CEMENT 

For the purpose of making tight the joints of light steel tanks, steel 
silos, gas holders and similar work, we recommend this cement as 
superior to tar paper, or asbestos strip, and less expensive than red 
lead. When applied between the surfaces of a joint it hardens in 
about ten hours, making a tight elastic seam unaffected by water, 
oil, acids or heat. 

We are prepared to furnish the cement in 5, 10 or 25 pound cans, 
and 50, 100, 200 or 500 pound kegs, and can make shipment immedi- 
ately upon receipt of order. 



Chicago — Joseph T. Ryer 



& Son — New York 



410 



IN STOCK F K I M M E D I A T E S II I P M E N I 
PRESSED STEEL BOILER NOZZLES 




Made of flange steel, 60,000 pounds tensile strength, having body 
pressed from % inch and flange from V/i inch plate. 

Saddle flanges are bent over solid forms to desired sweep. 
Nozzles can be riveted to boilers or tanks on hydraulic or other 
power riveters, thereby saving extra cost of hand work and giving 

the job more workmanlike 
appearance. 

Flange has a smooth even 
finished surface and requires 
no machining other than 
drilling for bolts. 

Stronger, lighter, cheaper 
and in every way better 
than cast iron Nozzles. 

Nozzles are guaranteed 
tight under 1,500 pounds 
pressure. 










SIZES IN 


STOCK 






A 
Inches 


B 

Inches 


c 

Inches 


D 
Inches 


E 
Inches 


F 
Inches 


G 
Inches 


List Price 


4 


10 


14*4 


•>', 


m 




/ 48,54,60 \ 
66,72 / 


$13.50 


5 


11 


!.-,•, 


•-»■,' 


LH 




00,72 
66,78 / 

66,78 \ 

72,84 

72,84 

\ 78,90 j 


14.00 


6 

7 


l- n _' 
11 


17 
19 


6 


1'; 
1'. 




L5.00 
16.00 


8 


us 


20 


6 


1 - 


\ 


18,60 

\ 84,96 J 


26 (hi 



Dimension "D" can be varied slightly. 

The priNI Kiv.-n above .ire for standard sweeps. Nozzles can be 
furnished with swr. p> .,\. i- ,,r under standard at an extra of 75 cents 

net 



Chicago — J >• - i r n I . Ryu \ ■ w Y <• r k 



IN STOCK FOR IMMEDIATE FHIPMENT 411 




WELDLESS STEEL BOILER BRACE 

Carefully made of flange steel plate, pressed into 
shape at one heat and annealed; assures a brace free 
from welds, latent strains or forging flaws. These 
braces are easily fitted in the boiler, have no pockets to 
collect scale and sediment and are so designed that the 
pull on the rivets is direct. There is no prying-off 
strain as is apparent in other forms of braces. These 
braces are acceptable to Steam Boiler Inspection and 
Insurance Companies, State Boiler Inspection Depart- 
ments and to the U. S. Government when tested as 
required for marine work. 

APPROXIMATE WEIGHT OF STOCK SIZES 





Length in Inches 


Thickness 
in Inches 


30 


36 


42 


48 


54 


60 


66 


72 




Lbs. 


Lbs. 


Lbs. 


Lbs. 


Lbs. 


Lbs. 


Lbs. 


Lbs. 


7 
16 


15.1 
18.5 


18 
20.7 


21.6 
24.5 


24.3 
30 


27.2 
31 


30 
33.7 


33 

38 


35 

41.8 



When ordering, specify thickness and length. 
Braces of special length or to meet Government or 
other special requirements, made to order only. 



NUMBER OF BRACES USUALLY PUT IN STANDARD TUBULAR BOILERS 


Diameter of Shell 


36 Inch 


42 Inch 


44 Inch 


48 Inch 


Number of Tubes 


26 
3 In. 
Tubes 


26 
3MIn. 
Tubes 


30 
33^ In. 
Tubes 


18 
4 In. 
Tubes 


34 
3^ In. 
Tubes 


30 
4 In. 
Tubes 


28 
3HIn. 
Tubes 


26 

4 In. 
Tubes 


| 42 inch braces 
« 48 inch braces 
* 54 inch braces 


4 

2 


4 
2 


4 
2 


4 
2 


6 
2 


6 
2 


5 
3 


5 
4 


to 60 inch braces 














1 




,S 72 inch braces 


































Total, 


6 


6 


6 


6 


8 


8 


9 


9 


Diameter of Shell 


54 Inch 


60 Inch 


66 Inch 


72 Inch 


Number of Tubes 


44 
3HIn. 
Tubes 


36 
4 In. 

Tubes 


54 

3*4 In. 
Tubes 


44 
4 In. 

Tubes 


54 

4 In. 

Tubes 


66 
5J4In. 
Tubes 


54 

4 In. 

Tubes 


86 

33^ In. 
Tubes 


70 
4 In. 
Tubes 


1 42 inch braces 




















m 48 inch braces 
** 54 inch braces 


6 


5 


7 


7 


7 


8 


8 


10 

7 
6 
2 


9 

7 


M 60 inch braces 
.3 72 inch braces 


4 
2 


3 

2 


5 
2 


5 
3 


4 
2 


6 
3 


5 
2 


4 
2 


Total, 


12 


10 


14 


15 


13 


17 


15 


25 


22 



NOTE. — The great variety of tube spacing and the difference in pressures makes an 
almost infinite variety in number, length and thickness of braces to be used. The above 
table, however, can be accepted as illustrating common practice in the styles of boilers 
named for ordinary pressures. 

Chicago — Joseph T. Ryerson & Son — New York 



412 IN STOCK PnR I M M E D I A T E S TI I P M E N t 

MANHOLES AND COVERS 




MANHOLE IN HEAD WITH COVER AND FITTINGS COMPLETE 

PRICE LIST 

Including Flanging and Planing of Manhole, Cover, Crabs, 
Bolts and Gasket. 



No. 


Nominal 

Siie, 
Inches 


Actual 

Size. 

Inches 


In Heads 

less than 

3 4 inch 

Thick 


In Heads 
3 4 Inch 
and \l 

inch Thick 


In Heads 

7 s inch 
Thick 


Castings 
Only 


Flanging 
and 

Ptaning 
Hole 
Only 


1 
2 
3 


9x14 
10x16 
11x15 
18x22 


9 xl4i 4 
9^x15^ 
I0%xl5 

165 8X22 A 


$10.00 
10.00 
10.00 
20.00 


$11.00 
11.00 
11.00 


$12.00 
12.00 

12.00 


$ 6.00 

6.00 

6.00 

12.00 


14.00 
4.00 

4.00 
8.00 











All Manhole Covers furnished as above are cast iron fitted with 
lead gaskets. Castings are of the finest grade of gray iron, solid 
and true to pattern. The gasket recess which prevents the gasket 
from squeezing out under pressure is an advantage not possessed 
by any other type. Another advantage is the handle by use of 
which the manhead can be located and held in place while the crabs 
and bolts are adjusted. Crabs for Nos. 1, 2 and 3 are of pressed steel 
and for No. 5 of cast iron. 

Cover plates, crabs, bolts and gaskets for Manhole sizes listed 
above are curried in stock, other sizes can be furnished promptly. 

DIRECTIONS FOR ORDERING 

When ordering M:inholes in heads, state size, locution with refer- 
ence to the rim or center of head mni whether flanged the same way 
or Opposite to rim flange. 

Chicago — fours T . Rtiiiom 1 So m -N i « Y <» r k 



IN STOCK FOR I M M E D I A T E SHll'MEN T 413 
MANHOLES AND COVERS 

CONTINUED 




MANHOLE SADDLE WITH COVER AND FITTINGS COMPLETE 



PRICE LIST 

Including Saddle Plate, Flanging and Planing of Manhole, 
Cover, Crabs, Bolts and Gasket. 



Number 


Nominal 

Size. 

Inches 


Actual 

Size, 

Inches 


With Saddle Plate 

Y% inch Thick or Less, 

for Diameter 

over 30 inches 


1 
2 
3 
5 


9x14 
10x16 
11x15 

18x22 


9 xl4^ 
9^x153^ 
10^x15 
16^x22^ 


$13.00 
13.00 
13.00 
29.00 



We carry Y% inch thickness Saddle Plates in stock, but can furnish 
% inch thickness made up to order at $15.00 for Nos. 1, 2 and 3, 
and $33.00 for No. 5. 

Saddle Plates, % inch thick, formed to sweep for standard size of 
boilers and flanged for No. 2 Manhole, are carried in stock. Blank 
plates, Y% inch thick, cut to size, are also carried in stock and can be 
formed to sweep and manhole flanged and planed as required. All 
saddle plates are large enough to allow for a double row of rivets. 

Pressed Steel Cover Plates for standard size Manholes can be 
furnished promptly. 

When ordering Saddle Plates, give Manhole size, inside diameter 
of shell on which saddle is to be used and whether short dimension 
of Manhole is to be lengthwise of shell as shown in the illustration 
or otherwise. 



Chicago — Joseph T. Ryerson & Son — New York 



IN STOCK FOR IMMKD1A T E SHI P M E N L 
HANDHOLES AND COVERS 

CONTINUED 




Nominal Size 


Punching Hole, 

Cover Plate 

and Fittings 

Complete 


Punching 

Handhole 

Only 


Cover 
Plate 
Only 


Approximate 
Weight 


3 x4 

4 x6 

5 x7 

6 x8 
6 x9 


$1.75 
1.85 
2.00 
2.25 
2.50 
2.75 


$1.00 
1.00 

1.00 
1.00 
1.00 
1.25 


$1.50 
1.50 
1.50 
1.50 
1.50 
1.50 


7 
13 
15 
23 
25 
26 



Handhole covers and crabs furnished from above list are cast iron. 
Pressed steel covers and crabs 4"x6", e'xS* and CxlO" can be 
furnished promptly from factory . 



PRESSED STEEL CRABS 




These crabs or yokes are made of open hearth steel plate, and are 
of ample strength for general manhole and handhole purposes. Bile 
No. 1 is carried in stock; other sizes can be furnished promptly from 
factory. 

PRICE LIST AND DIMENSIONS 



Number 


Length 
r All 


Height 
1 Her All 


Bolt 
Hole 


Price 


Approximate 
Weight 


00 


B 




H 


$0.50 







10 


1 


;;; 


,60 


1 


1 


13 


."> 


i/.. 


.60 


6 


2 


15 




i,:. 


70 


10 


a 


16 


6 


i\ 


.75 


n 


4 


17 




i ■- 


.85 


13 



( ji i c A c O — J o s e r ii I RtIIIOK \ So M N I w VolK 



IN STOCK FOR IMMEDIATE SHIPMENT 415 



FUSIBLE PLUGS 




These plugs are made of a bronze casing filled with a good banca 
tin and stamped in accordance with requirements of U. S. Steamboat 
Inspection Service. 



PRICE LIST 



Pipe Tap, Size 


l A 


% 


1 


m 


IH 


2 


Price, Each 


$0.60 


$0.75 


$1.00 


$1.50 


$2.00 


$3.00 



FLUE PLUGS 




Made of good quality gray iron, smooth and uniform, these plugs 
will be found as satisfactory for shutting off leaking flues as the more 
expensive and complicated types. 



PRICE LIST 



Flue Size 


2 


2V 2 


3 


3^ 


4 






Price, each 


$0.40 


$0.50 


$0.60 


$0.80 


$1.00 



Chicago — Joseph T. Ryerson & Son — New York 



-116 IN STOCK FOR I M M EDI A T E SHIPMENT 

BOILER STAY BOLTS 






Diameter op Stat Bolts, in Inches 




|Q 36 


H 


H 


? K 


IJandl 


m 


IH 


per foot 


10.40 


$060 


$0.80 


$1.00 


$1.30 


$1.50 



We always carry in stock a large supply of all the above sizes in 
36 inch lengths, made of high grade stay-bolt iron, and can furnish 
special lengths promptly. 

Lengths are exclusive of heads, which are made 1 inch long unless 
otherwise specified. 

For stay bolts less than 1 foot long above prices are per bolt. 
Write for discounts. 

STAY BOLT TAPS 




SIZES AND LIST PRICE 

When ordering Stay Bolt Taps give diameter at largest part and 
number of threads to the inch, stating whether "V" or U. S. form 
of thread; also give lengths of parts A, B, C, D and E, with the 
length over all. 

These taps will be furnished in either U. S. form or "V" form 
of thread, 12 to the inch at regular list and discount. They will be 
sent with 12 "V" threads to the inch unless otherwise specified. 

Diameter given is that of the thread at its straight part. 

Prices are for each inch of length 16 inches and upwards. 

Taps shorter than 16 inches will be charged as if 16 inches long. 

We regularly carry 18 and 24 inch lengths in stock. 

Blank order forms will be sent on application. 



Illrt'llit.T, 


Pkiaa 

I- r Inch 


Mfer, 
lashei 


Price 

per inch 


Diameter, 
Inches 


Price 
per Iuch 


w Vs 


$0 40 
.66 


Hftoi 

1 i*« t«» l*s 


$0 45 
.00 


I h to Ik 

iAtoi» 2 


$0.50 
70 



Chicago — J (- > l r li T . RyIIIOI W Yoil 



IN STOCK FOR IMMEDIATE SHIPMENT 



417 



BOILER PATCH BOLTS 




PRICE PER 100 TURNED AND THREADED 



Length from 


Diameter 


Largest Diameter 
of Bevel Point 


\i 


Vs 


H 


Hand^ 


Handl 


m 


VA 


Vx. . 


$3.75 
4.00 
4.25 
4.50 
4.75 
5.25 


$4.25 
4.50 
4.80 
5.10 
5.50 
6.50 












7 A-.. 


$6.00 
6.50 
6.80 
7.25 

8.25 










1 


$ 9.50 

9.85 

10.25 

11.25 


$13.50 
14.00 
14.75 
16.25 


$18.50 
19.25 
20.25 
22.50 




lj/g 


$25 . 50 


\\i 


27.00 


V/ 2 


30.50 






Threads to inch 


12 


12 


12 


12 


12 


12 


12 



PATCH BOLT TAPS 




SIZES AND LIST PRICE 



Diameter, 


Price, 


Diameter, 


Price, 


Diameter, 


Price, 


Inches 


Each 


Inches 


Each 


Inches 


Each 


V2 


$0.70 


% 


$1.20 


1 


$2.00 


9 
16 


.80 


13. 
16 


1.40 


1^ 


2.15 


Vs 


.90 


14 


1.60 


IVs 


2.25 


ii 

16 


1.05 


H 


1.80 


VA 


2.60 



These taps are made especially for boilermakers. They a*-e slightly 
tapered for the purpose of making the bolt a steam-tight fit and 
have 12 threads to the inch. 

Any size furnished promptly. 



Chicago — Joseph T. Ryerson & Son — New York 



418 



I N SI OCK 1 OB 1 M M E I) I A T K SHI V M E X T 



PURE SHEET COPPER SEAMLESS BOILER TUBE 
FERRULES WITH OR WITHOUT FLANGE 




STANDARD PRICE LIST PER 100 

ADOPTED JULY 1. 1912 



Inside 


Width 




Thickness of Copper 






Diameter, 
Inches 


a 


A 


h 


A 


A 


A 


X 


1 


1 2 


$5.10 
6.30 


$ 7.50 
9.30 


$9.50 
11.75 


$11.75 
14.50 


$13.50 
16.50 


$15.50 
19.00 


$16. 50 
20.00 


1J4 




6.30 
7.80 


9.30 
11.60 


11.75 
14.50 


14.50 
18.25 


16.50 
20.50 


19.00 
23.50 


20.00 

24 . 75 


1M 




7.50 
9.30* 


11.40 
14.20 


14.00 
17.00 


17.76 

21.75 


19.50 
25.00 


23 . 00 
28.50 


24.00 

29.75 


\% 


% 


8.70 
10.80 

12.90* 


13.20 
16.40 
19.60 


16.25 
20.25 
24.25* 


20.50 
25.50 
30.50 


22.50 
28.50 
34.50 


26.00 
33.00 
40.00 


27.25 
34.75 
42.00 


Hi 


I 

l 


9.30 
11.60 
13.90 
16.20 
18.50 


14.20 
17.70 
21.20 
24.70 
28.20 


17.00 
21.50 
26.00* 
30 . 50 
35.00 


21.75 
27.00 
32.26 

37 . 50 
42.75 


25.00 
31.00 
37.00 
43.00 
49.00 


28.50 
35.50 
42.50 
49.50 
56.50 


30.00 
37.50 
44.75 
52 . 25 
59.50 


2 


"A 
l 


9.80 
12.30 
14.80* 
17.30 
19.80 


14.90 
18.60 
22.30 
26.00 
29.70 


18.25 
23.00 
27.75* 
32.50 

37 . 25 


23 . 00 
28.75 
34.50 
40.25 
46.00 


25.50 
32 . 00 
38.50 
45.00 
51.50 


30.00 
37.50 
45.00 
52.50 
60.00 


31.50 
39 . 50 
47.50 
55 . 25 
63 . 2.". 


2X 


H 

H 
l 


13.50 
16.30* 

19.10 
21.90 


20.40 
24.60 

28.80 
33.00 


25.25 
30.50* 
35 . 75 
41.00 


31.75 
38.25 
44 7.-. 
61.26 


36.00 
43.00 

50 . 00 
57 . 00 


41.50 
50.00 
58.50 
67.00 


43.60 

.-»_•:.(> 
01 :.o 
70.60 


2', 


l 


i r, . 00 

is. 10* 
2 1 20 
24 30 


22.80 
27.40 

32.00 

36.60 


28.25 

34.00* 

39.76 

45.50 


35.75 

■!_' 7.-. 
49 7.". 
66 . 76 


30 . 60 
17 r»() 
55.50 
63 . 50 


46 ."><> 
55.50 
64 60 
73 . 50 


49.00 

68 mi 
77.60 


:; 




21.90* 
26 .-,n 
_".». in 


33 . 00 
::s. in 
43.80 


41.00* 

17 7.". 
54.50 


51 .00 

.Vi .Mi 

68.00 


.-,7 on 
66 .">(> 
70.00 


66. 50 
77.60 
88 60 


7(> (HI 

M Mi 






23 . 70 
27 60 

31.50 


36 . 70 
11 .60 
47.60 


t 1 26 < 

:>1 :,(i 
58.75 


.-,.-, .mi 
c i .Mi 
73.50 


62.00 
72.00 

82.00 


72 (Mi 
84.00 
96.00 


7 ."> 7 .') 

,XX Ml 

loi .26 






U 60< 

29.30 
34.00 


37.00 

44 (HI 

51.00 


45.75* 

.-, 1 .-,n 
63.25 


57 . 25 
68 26 
79.25 


64.00 

76 . 00 
88.00 


75.00 

89.00 

103.00 


70 oo 


4 


l 


33 . 60 
38 . 40 
48 00 


50.70 
67.90 

72 30 


63.00 
72.00 

«>o no 


79.00 
90 26 

112 75 


88.00 
100.00 
124 00 


103.00 

117 (HI 

145 00 


108 . 50 
123 26 
163.00 



[tana marked * are curled in stock. 

promptly (Tom tin- factory. 

Discounts furnished on application. 



Other sizes can bo furnished 



Chicago — Josef h i . Rvmoi I S •• Yobs 



IN STOCK FOR IMMEDIATE SHIPMENT 



t 



BURDEN IRON RIVETS 
FOR BOILERS 

CONE HEAD 



501 



t 



Diameter 


Average 


Diameter 


Average 


Diameter 


Average 


and 


Stock 


and 


Stock 


and 


Stock 


Length 


Kegs 


Length 


Kegs 


Length 


Kegs 


1-2x % 


20 


5-8x3 


15 


11-16x5^ 


15 


x Vs 


15 


x3H 


10 


x5^ 


15 


xl 


15 


x3M 


30 


x5M 


10 


xlK 


10 


x3^ 


15 


x6 


20 


xlK 


10 


xd% 


10 


xVA 


10 


xiy 8 


20 


X4 


20 


x7 


5 


x\y 2 


20 


X4^ 


15 






-xiy 8 


15 


x4K 


10 






xl% 


30 


x±% 


10 


3-4x1 


25 


xl% 


30 


X5 


20 


xl% 


30 


X2 


30 


x5^ 


10 


xiy 


30 


x23^ 


10 


x5^ 


15 


xiy 8 


30 


x2M 


15 


X5M 


10 


xiy 2 


50 


x23^ 


25 


X6 


10 


x\% 


30 


X2M 


15 


xVA 


5 


xl% 


60 


x3 


20 


xVA 


10 


xiy 8 


50 


X3M 


15 


x7 


5 


X2 


60 


X3H 


15 






X2% 


30 


x4 


10 






x2M 


70 


x4K 


10 


11-16x1 


10 


x2^ 


35 


X5 


5 


xiH 


10 


X2V 2 


80 






xiH 


15 


X2^ 


30 






xl% 


15 


x2% 


20 


5-8x % 


30 


xiy 2 


10 


X2% 


30 


x K 


25 


xl% 


15 


x3 


60 


xl 


25 


x\% 


10 


xsy 


30 


Y.IV* 


20 


XV/ 8 


10 


xzy 2 


40 


x\y 


30 


X2 


15 


xd% 


15 


Y\V% 


20 


X2K 


10 


X4 


20 


xiy 2 


40 


X2M 


15 


3-4x4J4 


15 


XX% 


30 


X2J^ 


20 


x4^ 


10 


xiM 


15 


X2M 


15 


x5% 


10 


xVA 


15 


x3 


25 


X6 


15 


X2 


40 


x3M 


10 


X6M 


10 


x2^ 


20 


x33^ 


15 


xVA 


20 


X2M 


20 


X3^ 


20 


xG% 


10 


X2^ 


10 


X4 


15 


xl 


20 


X2^ 


50 


x4M 


15 


x7H 


10 


X2^ 


20 


x4H 


20 


xiy 2 


25 


x2M 


20 


X4^ 


10 


x8 


15 


X2% 


15 


x5 


10 


x&y 2 


10 



Countersunk or round head Burden Iron Rivets can be furnished 
promptly from the mill. 

Chicago — Joseph T. Ryerson & Son — New York 



soa 



f 



1 N STOCK I'OR I M M IDl A I I. S II 1 r M IN I 



BURDEN IRON RIVETS 
FOR BOILERS 

CONE HEAD -CONTINUED 



t 



Diameter 


Average 


Diameter 


Average 


Diameter 


Avcracc 


and 


Stork 


and 


Stock 


and 


Stock 


Length 


Kegs 


I/Cngth 


Keg8 
15 


Length 


Kegs 


13-16x1' i 


11) 


7-8x2 r 'K 


11-16x4^ 


20 


xiH 


1") 


X2H 


20 


x5 


15 


X\% 


20 


x3 


10 


x5H 


10 


xlK 


15 


x3H 


10 


x6 


10 


x'2 


20 


X3M 


15 


x6H 


15 


x'2M 


20 


xsy 2 


30 


x7 


10 


X2H 


15 


x33 4 


20 






X2H 


20 


X4 


15 


1x2 


,) 


vm 


10 


x4K 


15 


X ')l { 


15 


x3M 

x3 

x3^ 


10 

1.-) 
1.-) 


xV 2 

Xl ;i 4 

xo 


20 
15 
20 


X2] i 

x2 5 « 


15 

20 
10 


X3H 


20 


X5 1 4 


15 


x2§4 


15 


x3?4 
x4 


10 

1.-) 


xoli 

X» 3 4 


20 
10 


X27 8 

x3 

xZH 

x3'> 


25 

20 


x4^ 


10 


x6 


20 


20 


x4H 


10 


xQH 


30 


25 


x4M 


10 


xVA 


35 


x33^ 

x4 


10 


x5 


15 


x63 4 


20 


20 


x5^ 

xoH 


15 
10 


x7 
X7W 


30 
20 


x41 4 
x4>> 


10 
10 


x5% 
X6 


15 

15 


x7} 2 
x7U 


10 
10 


x*H 

x5 

x5 1 4 ' 


10 

15 

10 


x6K 


15 


X8 


15 


X6H 


10 


x8) 2 


10 


x5' ■■> 


10 


x6^ 


20 


x9 


20 


x6 


15 


x7 
x7M 


15 

10 


xio 
xii 


15 
10 


xfyi 

.111, 

x7 


10 
16 

15 


7-8xl ] t 


10 


15-16x2 


10 






XlN 


25 


X2U 


10 


1 1-8x3 


10 




20 


x2H 


5 


xSH 


10 




15 


x24 


10 


x3H 


15 


• 1 '. 


20 


X2^ 


20 


x4 


20 




10 


x3 


20 


x4' 4 


15 


x2 


30 


x3» 4 


15 


P , 


10 


X2H 


15 


x3',, 


25 


x4ft 


20 




20 


x3* 4 


•20 


x5 


20 




15 


x4 


HO 


xlO 


i:, 


x2H 


30 




15 







O ouBla nwnk <»r round bead Burden Iron 
pro m p tl y faon the mill 

Q ii i c aqo losim r Kvuioi & 



Kiwts ran bo furni>lu <l 



N i u V 



N STOCK FOR I M M E D T A T E S II I P M E N T 503 



t 



STEEL BOILER RIVETS 

CONE HEAD 



f 



Diameter 


Aver- 


Diameter 


Aver- 


Diameter 


Aver- 


Diameter 


Aver- 


and 


age 


and 


age 


and 


age 


and 


age 


Length 


Stock 
Kegs 


Length 


Stock 
Kegs 

25 


Length 


Stock 
Kegs 


Length 


Stock 
Kegs 


1-2x % 


10 


5-8x3H 


3-4x1% 


60 


7-8x2^ 


30 


x % 


25 


X3M 


20 


xiy 8 


40 


x2% 


50 


xl 


10 


x4 


25 


x2 


50 


x3 


30 


xlj^ 


25 


x4M 


30 


x2y 8 


40 


x3^ 


20 


xlM 


40 


X4^ 


20 


x2H 


60 


x3M 


30 


XlVs 


20 


x4^ 


25 


x2y 8 


60 


x3^ 


30 


x\y 2 


45 


x4% 


25 


x2y 2 


50 


x3^ 


20 


y\y% 


30 


x5 


20 


x2y 8 


50 


xSH 


20 


xl% 


30 


x5M 


20 


x2% 


30 


X4 


20 


xVA 


20 


x5V 2 


15 


X2% 


40 


X4M 


15 


X2 


30 


x5y 8 


10 


x3 


50 


x4^ 


15 


X2K 


30 


x5% 


15 


x3^ 


30 


x4M 


20 


X2^ 


30 


x6 


15 


x3M 


20 


X5 


20 


X2^ 


20 






xsy 8 


30 


X5^ 


15 


X2% 


30 


11-16x1^ 


15 


xsy 2 


40 


x6 


20 


x3 


15 


xlM 


20 


xsy 8 


30 


xVA 


15 


x3M 


20 


xiH 


20 


xd% 


20 


x6% 


10 


x3^ 


15 


xiy 2 


20 


x4 


20 


X7 


15 


x3M 


15 


x\y 8 


15 


x4M 


15 


xiy 8 


10 


X4 


20 


xl% 


20 


x43^ 


15 










xVA 


20 


x4^ 


25 


1x1% 


15 


5-8x % 


10 


X2 


25 


x4% 


20 


x2 


20 


x Vs 


20 


x2% 


15 


x5 


15 


x2y 8 


20 


xl 


20 


X2H 


15 


x5M 


15 


x2H 


40 


xl^ 


15 


x2y 2 


25 


x5^ 


15 


x2% 


25 


xlM 


50 


X2% 


40 


x5% 


10 


x2y 2 


40 


x\y 8 


40 


X3 


20 


x6 


20 


x2% 


40 


xiH 


40 


xsy 


20 


x$y 2 


20 


x3 


35 


xl% 


50 


xvy 2 


20 


x7 


10 


x3^ 


20 


xlM 


50 


xS% 


15 


xiy 2 


15 


x3M 


30 


xl^ 


40 


x4 


10 


x8 


10 


x3^ 


20 


x2 


40 


x4M 


10 






x3M 


15 


X2^ 


30 


x±y 2 


15 


7-8x1^ 


10 


xsy 8 


15 


X2H 


50 


X4% 


10 


x\y 2 


25 


X4 


20 


X2% 


35 


x5 


10 


x\y 8 


20 


x4M 


20 


X2V 2 


35 


x5M 


10 


xlH 


35 


x4^ 


15 


x2% 


50 






xVA 


20 


x4M 


10 


X2% 


50 


3-4x1^ 


30 


x2 


50 


X5 


25 


X2% 


40 


xlM 


35 


x2K 


30 


X5M 


10 


X3 


35 


xlH 


20 


x2H 


50 


x5^ 


15 


X33^ 


15 


x\y 2 


50 


x2% 


40 


x6 


15 


x3^ 


35 


xiy 8 


50 


x2y 2 


50 


x6M 


10 



Chicago — Joseph T. Ryerson & Son — New York 



504 IX STOCK FOR [MM EDI ATE SHIPMENT 



t 



STRUCTURAL RIVETS 



BUTTON OR ROUND HEAD 



t 



Diameter 


; Average 


Diameter 


Average 


Diameter 


\ range 


and 


Stock 


and 


Btoek 


and 




Length 


Kegs 


Length 


Kegs 


Length 


Kegs 


1-2x * 4 


50 


5-8x3 


30 


7-8x1 - 


20 


x <» 


35 


xZH 


20 




15 


xl 


CO 


xsy 2 


10 


x2 


25 


xiy 8 


25 


x4 


15 




10 


x\H 


30 








20 


x\n 


30 


3-4x1 


25 


x2H 


50 


xXH 


100 


xlK 


15 




30 


xl% 


40 


xiy 


15 


x2*A 


25 


xM 


70 


xlH 


20 


x2~ 8 


20 


xVA 


50 


x\y 2 


50 


x3 


40 


x2 


20 


xi*A 


15 


xVs 


20 


x2H 


25 


xW* 


85 


x3i 4 


85 


xM 


50 


xVA 


35 


,:•!', 


20 


x2U 


20 


x2 


155 


xtyi 


40 


x3 


20 


xn s 


110 


x4 


50 


xm 


15 


x2M 


200 


x\U 


15 


x4 


15 




7:> 


I 1 -• 


40 






x2^ 


190 


x4 3 4 


45 


5-8x H 


25 




40 


x5 


•20 




20 




120 


•»', 


20 


xl 


25 


X2% 


135 


. .,' , 


15 




15 


x3 


85 


x6 


25 


•i 1 , 


15 


ay 4 


GO 






xL\ 


40 


xVA 


85 


1 x2H 


20 




30 




100 


x3 


20 




20 


x4 


35 


ay 4 


15 




70 


• »'; 


75 




i;» 




20 


■ !' , 


65 




20 


x2 


100 


x5 


30 


x4 


25 


X2> i 


30 




35 


I'. 


10 




65 






<4H 


10 




20 


7-8x1', 


20 


x5 


20 


x2H 


30 


xl 3 * 


20 


••••: 


15 




15 


<1M 


20 


x6 


20 


x23 /4 ' 


25 











Carried In stock in loo-pound kegs. 



Chicago — J ots r ■ i . Rrin n V"«k 



IN STOCK FOR IMMEDIATE SHIPMENT 



505 



¥ 



COUNTERSUNK HEAD 
STEEL RIVETS 



¥ 



Diameter 


Avg. 


Diameter 


Avg. 


Diameter 


Avg. 


Diameter 


Avg. 


and 


Stock 


and 


Stock 


and 


Stock 


and 


Stock 


Length 


Kegs 


Length 


Kegs 


Length 


Kegs 


Length 


Kegs 


1-2x % 


5 


1-2x2^ 


6 


3-4x1 


3 


3-4x3^ 


8 


xl 


5 


5-8x1 


4 


xiy 


4 


X4 


10 


x\y 8 


8 


xiM 


8 


xiy 2 


8 


x4^ 


5 


xlM 


6 


xiy 2 


5 


xlM 


7 


7-8x2 


3 


xiy 8 


6 


xl% 


3 


x2 


9 


x2M 


10 


x\y 2 


9 


xl% 


6 


x2K 


6 


x23^ 


6 


xm 


3 


x2 


9 


x23^ 


6 


X2% 


6 


xl% 


5 


x2M 


6 


x2% 


5 


X3 


9 


X2 


3 


x2H 


5 


x3 


5 


x33^ 


6 


X2M 


3 


x3 


3 


x3M 


4 


X4 


6 



T 



TINNERS' RIVETS OR 
POUND RIVETS 



T 





Average Stock, 
Pounds 


Size 


Average Stock, 
Pounds 


Size 


Average Stock, 
Pounds 


Size 


Flat Head 

and 

Pan Head, 

Black 


Flat Head, 
Metallic 
Tinned 


Flat Head 

and 

Pan Head, 

Black 


Flat Head, 
Metallic 
Tinned 


Flat Head 

and 

Pan Head, 

Black 


Flat Head, 
Metallic 
Tinned 


1 lb. 
1M" 

2 " 

2M" 


500 

500 

"800" 
500 


600 
500 
900 
1000 
800 


3 1b. 

4 " 

5 " 

6 " 

7 " 


600 

1000 
600 
800 
800 


800 

500 

1000 

1000 

1200 


81b. 
10 " 
12 " 
14 " 
16 " 


1500 
800 

1200 
900 

1000 


1000 



TANK AND SHEET RIVETS 

CONE HEAD 



Diameter 


Avg. 


Diameter 


Avg. 


Diameter 


Avg. 


Diameter 


Avg. 


and 


Stock 


and 


Stock 


and 


Stock 


and 


Stock 


Length 


Lbs. 


Length 


Lbs. 


Length 


Lbs. 


Length 


Lbs. 


1-4x % 


600 


1-4x3 


600 


3-8x y 8 


3500 


7-16x y 8 


1200 


x y 2 


800 


5-1 6x y 2 


500 


xl 


4000 


X % 


1300 


X y 8 


900 


x % 


1200 


xl3^ 


3000 


x y 8 


1000 


x h 


600 


x % 


1500 


xiy 


1200 


xl 


1200 


x % 


900 


x % 


600 


x\y 8 


2000 


x\y 8 


900 


xl 


1800 


xl 


1500 


x\y 2 


900 


xiK 


1400 


xiy 8 


700 


xiy 8 


600 


x\y 8 


900 


x\% 


2000 


xiM 


1000 


xlM 


900 


xlM 


1500 


x\y 2 


2100 


xl% 


2000 


xiy 8 


1000 


xi% 


1600 


x\y 8 


600 


x\y 2 


1500 


x\y 2 


600 


X2 


900 


xl% 


1200 


x\y 8 


1200 


x\y 8 


500 


x2^ 


1200 


xVA 


1100 


xiM 


900 


x\% 


600 


x2^ 


800 


X2 


500 


X2 


800 


xVA 


1600 


x2^ 


700 


x2H 


500 


x2H 


600 


3-8x y 2 


1800 


x2^ 


500 


x2y 2 


600 


x2y 2 


600 


x y 8 


3000 


X2% 


1100 


x2% 


300 


x2% 


700 


X % 


2800 


x3 


600 


x3 


300 



Chicago — Joseph T. Ryerson & Son — New York 



r.ort 



N STOCK FOR I M M K D I A T E S TT I V M I . N I 



TANK AND SHEET RIVETS 

CONTINUED 
ROUND HEAD 



Diameter 


Avg. 


Diameter 


ATg, 


Diameter 


Avg. 


Diameter 


Avg. 


and 


Stock 


and 


Stock 


and 


Stock- 


and 


Stock 


Length 


LI*. 


Length 


Lbs. 


Length 


Lbs. 


Length 


Lbs. 


3-1 6x X 


1700 


1-4x H 


2400 


5-16x1*8 


2200 


3-8x134 


1700 


x X 


2000 


xl 


1200 


xlX 


2000 


X2 


1800 


x x 


2200 


xlX 


1000 


xm 


1600 


x2^ 


800 


X X 


2400 


xlX 


800 


xl% 


900 


x2X 


900 


x H 


1900 


xix 


900 


xlX 


900 


x3 


600 


x X 


2000 


xix 


600 


x2 


700 






xl 


1200 


x2 


700 


x2H 


.500 


7-16x X 


1200 


xlH 


600 


x2M 


600 


x2X 


600 


X 3 4 


1700 


xlX 


900 


x2X 


300 


x3 


300 


x X 


2000 


xi 3 8 


500 


x2% 


400 






xl 


2000 


xl 1 . 


1000 


x3 


400 


3-8x X 


3.500 


xlX 


3200 


Xl-8 


600 






x X 


2800 


x\% 


2700 


Xl 3 4 


.500 


5-16x X 


1800 


x h 


2600 


xlX 


2100 


x2 


600 


x X 


1500 


x ,'s 


2500 


xlX 


2000 






x y 8 


1200 


xl 


2300 


Xl 3 4 


1600 


1-4x A 


900 


X % 


1000 


xlX 


2400 


x2 


12(H) 


x % 


1000 


x X 


6500 


xlX 


3000 


x2H 


900 


x x 


1200 


xl 


.5000 


xlX 


1800 


X2X 


900 


X ^ 


2000 


xlX 


2000 


x\y 2 


2600 


x2 3 4 


600 


x H 


2600 


xlX 


1800 


xlX 


2000 


x3 


800 



PAN HEAD 



Diameter 


Av-. 


Diameter 


Avg. 


Diameter 


Avg. 


Diameter Avg. 


and 


Btoeh 


and 


Stock 


and 


Stock 


and Stock 


Length 


Lbs. 


Length 


Lbs. 


Length 


Lbs. 


Length Lbs. 


1-4x X 


300 


5-16x X 


900 


3-8x 3 4 


2000 


7-16x 3 4 1300 




1000 


xl 


300 


x H 


2200 


x ' 8 900 


x X 


1200 


xlX 


2000 


xl 


1800 


xl 1.500 


x % 


900 


xlX 


1800 


xl 1 . 


900 


ax i2oo 


x U 


800 


xl 3 . 


1500 


xlX 


1200 


<1X 


1000 


xl 


1000 


xlX 


2000 


xlX 


900 


xl 3 . 


m) 


x2 


900 




1.500 


<1X 


1000 


<1X 


1200 






x\X 


800 


xlX 


800 


a 


!HH> 


5-16x X 


000 






<ih 


1900 






1000 


3-8 


000 


<1X 


1500 




x H 


1200 




1500 


x2 


900 





Chicago i ipm r . Rvitioi I s i n W-i w Y on k 



IN STOCK FOR IMMEDIATE SHIPMENT 



50? 



TANK AND SHEET RIVETS 

CONTINUED 
FLAT HEAD 



Diameter 


Average 


Diameter 


Average 


Diameter 


Average 


and 


Stock 


and 


Stock 


and 


Stock 


Length 


Pounds 


Length 


Pounds 


Length 


Pounds 


3-16x H 


1000 


1-4x1 


1200 


3-8 x y 2 


600 


x Vs 


900 


xiH 


900 


x % 


900 


x Vi 


600 


x\y 2 


1500 


x % 


800 


x % 


600 


X2 


600 


x % 


1000 


x % 


500 






xl 


900 


x % 


900 


5-16x y 8 


600 


x\y 8 


500 


xl 


1300 


x y 2 


900 


xiy 


600 


xlH 


900 


X % 


2000 


xlVs 


800 


x\y 2 


900 


x % 


1200 


x\y 2 


500 


X2 


900 


x % 


1000 


x\% 


1200 






xl 


900 


xl% 


600 


1-4x A 


1000 


xl^ 


600 


xVA 


500 


x % 


600 


xlM 


500 


x2 


500 


x y 2 


1200 


x\y 8 


1000 


x2H 


300 


X ^ 


800 


xiy 2 


1200 


x2y 2 


600 


X % 


500 


xm 


1100 






x % 


1000 


xm 


1200 







COUNTERSUNK HEAD 



Diameter 


Average 


Diameter 


Average 


Diameter 


Average 


and 


Stock 


and 


Stock 


and 


Stock 


Length 


Pounds 


Length 


Pounds 


Length 


Pounds 


3-8x y 2 


600 


3-8x13^ 


900 


3-8x1% 


600 


x y 8 


1000 


xlM 


1000 


xVA 


500 


x % 


1100 


xiy 8 


800 


x2 


300 


x % 


500 


x\y 2 


500 






xl 


600 


x\y 8 


700 







WAGON BOX HEAD 



Diameter 

and 
Length 


Average 
Stock 
Pounds 


Diameter 

and 
Length 


Average 
Stock 
Pounds 


Diameter 

and 
Length 


Average 
Stock 
Pounds 


3-16x1 
XlX 

xiy 2 


600 
600 
500 
500 


3-16x2 

1-4x1 
xiH 


300 

300 
900 


1-4xlK 
xlK 

X2 


1000 

1200 

500 



Chicago — Joseph T. Ryerson & Son — New York 



508 



I X S T C K P O R I M M E D I A T E S H I 1' M E X 1 



MACHINE BOLTS 

WITH SQUARE HEADS. SQUARE NUTS AND FINISHED POINTS 




MANUFACTURERS' STANDARD LIST. IN EFFECT AUGUST 1. 1912 
PRICE PER 100 



as 

■ — 


Diameter 


3* 


M 


A 


K 


A 


H 


Aand^l H 


14 ! 1 


ih 1 m 


K-1X 

2 

2H 

3 

4 

4H 

5 

5>i 
6 

6H 
7 

7H 
8 
9 
10 

11 

12 
13 
14 

15 
16 
17 
18 

19 
20 
21 


$1.70 
1.78 
1.86 
1.94 

2.02 
2.10 
2.18 
2.26 

2.34 
2.42 
2.50 
2.58 

2.66 
•2.74 
2.90 
3.06 

3.22 
3.38 
3.54 
3.70 

3 86 
4.02 
4.18 
4.34 

4.50 
4.66 


$2.00 
2.12 
2.24 
2.36 

2.48 
2.60 
2.72 
2.84 

2.96 
3.08 
3.20 
3.32 

3.44 
3.56 
3.80 
4.04 

4.28 
4.52 
4.76 
5.00 

5.24 
5.48 
5.72 
5.96 

6.20 
6.44 


$2.40 
2.56 
2.72 
2.88 

3.04 
3.20 
3.36 
3.52 

3.68 
3.84 
4.00 
4.16 

4.32 
4.48 
4.80 
5.12 

5.44 
5.76 
6.08 
6.40 

6.72 
7.04 
7.36 
7.68 

8.00 
8.32 


$ 2.80 
3.00 
3.20 
3.40 

3.60 
3.80 
4.00 

4.20 

4.40 
4.60 
4.80 
5.00 

5.20 
5.40 
5.80 
6.20 

6.60 
7.00 
7.40 
7.80 

8.20 
8.60 
9.00 
9.40 

9.80 
10.20 


$ 3.60 
3.86 
4.12 
4.38 

4.64 
4.90 
5.16 
5.42 

5.68 
5.94 
6.20 
6.46 

6.72 
6.98 
7.50 
8.02 

8.54 
9.06 
9.58 
10.10 

10.62 
11.14 
11.66 
12.18 

12.70 
13.22 


$ 5.20 
5.58 
5.96 
6.34 

6.72 
7.10 
7.48 
7.86 

8.24 
8.62 
9.00 
9.38 

9.76 
10.14 
10.90 
11.66 

12.42 
13.18 
13.94 
14.70 

15.46 
16.22 
16.98 
17.74 

18.50 
19 26 


$ 7.70 

8.25 
8.80 
9.35 

9.90 
10.45 
11.00 
11.55 

12.10 
12.65 
13.20 
13.75 

14.30 
14.85 
15.95 
17.05 

18.15 
19.25 
20.35 
21.45 

22.55 
23.65 
24.75 
25.85 

26.95 
28.05 
29.15 
30.25 

31.35 
32.45 
33.55 
34.65 

35 75 
36.85 
37.95 
39.05 


$10.50 
11.20 
11.90 
12.60 

13.30 
14.00 
14.70 
15.40 

16.10 
16.80 
17.50 
18.20 

18.90 
19.60 
21.00 
22.40 

23.80 
25.20 
26.60 
28.00 

29.40 
30.80 
32.20 
33.60 

35.00 
36.40 
37.80 
39.20 

40.60 
42.00 
43.40 
44.80 

46.20 
47.60 
49.00 
50 40 


$15.10 
16.00 
16.90 
17.80 

18.70 
19.60 
20.50 
21.40 

22.30 
23.20 
24.10 
25.00 

25.90 
26.80 
28.60 
30.40 

32.20 
34.00 
35.80 
37.60 

39.40 
41.20 
43.00 
44.80 

46.60 
48.40 
50.20 
52.00 

53.80 
55.60 
57.40 
59.20 

61.00 
62.80 
64.60 
66.40 


$22.50 
23.70 
24.90 
26.10 

27.30 
28.50 
29.70 
30.90 

32.10 
33.30 
34.50 
36.70 

36.90 
38.10 
40.50 
42.90 

45.30 
47.70 
60.10 
52.50 

54.90 
57.30 
59.70 
62.10 

64.50 
66.90 
69.30 
71.70 

74.10 
76.50 
78.90 
81.30 

83.70 
86.10 
88.60 
90.90 


$30.00 
31.50 
33.00 
34.50 

36.00 
37.50 
39.00 
40.50 

42.00 
43.50 
45.00 
46.50 

48.00 
49.50 
52.60 
55.50 

58 50 
61.50 
64.50 
67 50 

70.50 
73.50 
76.50 
79.50 

82.50 
85.50 
88 50 


22 














91.60 


23 














94.60 


24 














97 60 


25 














100 50 


26 














103.50 


27 














106 60 


28 














109 60 


29 














112 50 


30 














115 50 


icWanw 
per Inch 


$0.16 


M -'4 


$0.32 


$ 0.40 


$ 0.52 


$ 0.76 


$ 1.16 


$ 1.40 


$ 1.80 


$ 2.40 


$ 3.00 



r weights, see page 912. 
CHI! a (. '• - .1 i. I | r ii 1 . KrillOM I Son — Nt w VuRK 



N STOCK FOR IMMEDIATE SHIPMENT 



509 



MACHINE BOLTS 

The following extras are to be understood as a part of the list: 

Bolts with Hexagon Heads or Hexagon Nuts, 10 per cent extra. 

If both Hexagon Heads and Hexagon Nuts, 20 per cent extra. 

Bolts with tee, askew and eccentric heads, 20 per cent extra. 

Joint bolts with oblong nuts, 10 per cent extra. 

Button and countersunk heads are sold from same list. Discount 
according to quantity. 

Special bolts with irregular threads and unusual dimensions of 
heads or nuts will be charged extra at our discretion. 

NET PRICES FOR EXTRA LENGTH OF THREADS AND EXTRA NUTS 
LIST OF OCTOBER 1, 1899 



Size of Bolt 



A and 



Extreme length of 
thread in inches . . 

For each additional 
J4 inch of thread, 
per 100 bolts .... 

For one extra square 
nut, per 100 bolts . 

For one extra Hexa- 
gon nut, per 100 
bolts 

For one thumb or 
wing nut, in place 
of Hexagon or 
square, per 100 



Extra wing nuts 



$0.02 
.25 

.35 



$0.02 
.35 

.45 



m 

$.02£ 
.45 

.55 



.60 
1.05 



1A 

$0.03 
.55 

.70 



.75 

1.30 



$0.04 
.65 

.85 



U4 

$0.06 
.85 

1.15 



2M 

$0.08 
1.35 

1.75 



$0.10 
2.00 

2.50 



50.12 
3.00 

3.60 



2% 

$0.14 
4.15 

4.85 



3M 

$0.16 
5.75 

6.65 







BOLT ENDS 



LIST OF OCTOBER 1, 1899 



PRICE PER POUND 



Size of 
Iron, 
Inches 


Length, 


Price per 


Wt. lbs. 


Size of 
Iron, 
Inches 


Length, 


Price per 


Wt. lbs. 


Inches 


Pound 


per 100 


Inches 


Pound 


per 100 


5 
16 





$0.20 


15 


m 


15 


$0.11 


720 


Vh 


7 


.18 


22 


m 


16 


.11 


940 


tV 


i 


.16 


31 


m 


17 


.12 


1165 


H 


8 


.14 


45 


i% 


18 


.12 


1405 


H 


9 


.12 


90 


IVh 


19 


.12 


1800 


*4 


10 


.10 


140 


2 


20 


.12 


2045 


V* 


11 


.10 


212 


214 


22 


.14 


3029 


l 


12 


.10 


310 


2V?, 


24 


.14 


4071 


m 


13 


.10 


420 


2% 


24 


.16 


4860 


1M 


14 


.11 


550 


3 


26 


.18 


6354 



With Hexagon Nuts, 10 per cent extra. 

Bolt Ends ordered shorter than above standard lengths in lots of 
100 and over, will be charged at the price per hundred of Machine 
Bolts of same length, subject to same discount; in smaller lots extra. 

Special sizes and lengths can be furnished promptly. 
Chicago — Joseph T. Ryerson & Son — New York 



510 I N S T C K FOR I M M I. n I A T E SHIPM E N T 
CARRIAGE BOLTS 




MANUFACTURERS' STANDARD LIST. NOVEMBER 1, 1912 
SIZES AND LIST PRICE PER 100 



Iynjfth, 


DtAMKTKB 


Inchee 


Ya 


A 


H 


A 


M 


AandH 


H 


1 


$1.00 
1.00 
1.10 
1.20 
1.30 


$1.40 
1.40 
1.52 
1.64 
1.76 


$1.90 
1.90 
2.06 
2.22 
2.38 


$2.20 
2.20 
2.40 
2.60 
2.80 








IV2 

2 














3 


$3.25 
3.53 


$5.75 

6.13 


$8. .50 
9.00 


3H 
4 

4H 
5 


1.40 
1.50 
1.60 
1.70 


1.88 
2.00 
2 12 
L\24 


2.54 
2.70 
2.86 
3.02 


3.00 
3.20 
3.40 
3.60 


3.81 
4.09 
4.37 
4.65 


6.51 

6.89 
7.27 
7.65 


9.50 
10.00 
10.50 
11.00 


5H 

6 

7 


1.80 
1.90 
2.00 
2.10 


2 36 
2.48 
2.60 
2.72 


3.18 
3.34 

3.50 
3.66 


3.80 
4.00 
4.20 
4.40 


4.93 
5.21 

5.49 
5.77 


8.03 
8.41 
8.79 

9.17 


11.50 
12.00 
12.50 
13.00 


8 
9 


2.20 
2.30 
2.40 
2.50 


2.84 
2.96 
3.08 
3.20 


3.82 
3.98 
4.14 
4.30 


4.60 
4.80 
5 00 
5.20 


6.05 
6.33 
6.61 
6.89 


9.55 

9.93 

10.31 

10.69 


13.50 
14.00 
14.50 
15.00 


10 

11 
12 


2.60 
2.70 
2.90 
3.10 


3.32 
3.44 

3.68 
3.92 


4.46 
4.62 

1 04 
5.26 


5 40 

5.60 
6.00 

6 40 


7 17 
7 . 45 
8.01 

8.57 


11.07 

1 1 45 

12 21 
12.97 


L5.50 

16 oo 

17 IK) 
18.00 


13 
14 

i:» 


3.30 
3.60 

:■; :ii 
3.90 


4.16 

4 40 
1 64 

1 ss 


5.58 
:, go 
6.22 

6 :.l 


6.80 
7.20 
7.60 
s oo 


9.13 
9.69 
10.25 

10.81 


13.73 
14.49 
15 25 
16.01 


19.00 
20.00 
21.00 
22 00 


17 

19 

20 


4.10 
\ 30 
\ 60 
4.70 


:» 12 
:, 36 
5 00 
5.84 


6 86 

7 is 

7 50 

7.82 


8.40 

8.80 
9 20 
9 60 


11.37 
11.83 
12 49 
13.05 


16.77 

17 63 
is 29 
19. 05 


23.00 

24 00 

25 oo 

20 00 


Advanoe 


$0 20 


SO 24 


$0 32 


*0 10 


|0 56 


10.76 


$1 (HI 



Holts with Hexagon Nuts, 15 per cent ixtr;i. 
Intermediate lengths take next higher list. 
Larger diameters take Machine Holt list. 



(Hli \ < | i > JO 



R \ I K s 



N I \v Y «> 



IN STOCK FOR IMMEDI A T E SHIPM E N T 
COACH AND LAG SCREWS 



511 




WITH SQUARE 

HEADS AND 

GIMLET POINTS 



PRICE PER 100 








LIST OF NOVEMBER 12, 1908 


Length, 
Inches 


&,& 


Vs 


V& 


H 


hM 


% A 


y% 


1 


1H 


$2.25 
2.45 
2.65 
2.85 
3.05 
3.25 
3.45 
3.65 
3.85 
4.05 


$2.70 
2.96 
3.22 
3.48 
3.74 
4.00 
4.26 
4.52 
4.78 
5.04 


$3.15 
3.47 
3.79 
4.11 
4.43 
4.75 
5.07 
5.39 
5.71 
6.03 
6.35 
6.67 
6.99 
7.31 
7.95 


$3.75 
4.11 
4.47 
4.83 
5.19 
5.55 
5.91 
6.27 
6.63 
6.99 
7.35 
7.71 
8.07 
8.43 
9.15 
9.87 
10.59 
11.31 










2 


$6.00 
6.50 
7.00 
7.50 
8.00 
8.50 
9.00 
9.50 
10.00 
10.50 
11.00 
11.50 
12.00 
13.00 
14.00 
15.00 
16.00 








VA 


$9.20 
9.90 
10.60 
11.30 
12.00 
12.70 
13.40 
14.10 
14.80 
15.50 
16.20 
16.90 
18.30 
19.70 
21.10 
22.50 






3 

4 

4H 
5 

m 

6 

6H 


$15.00 
16.00 
17.00 
18.00 
19.00 
20.00 
21.00 
22.00 
23.00 
24.00 
25.00 
27.00 
29.00 
31.00 
33.00 

S 2.00 


$22.00 
23.30 
24.60 
25.90 
27.20 
28.50 
29.80 


7 






31.10 


7H 






32.40 


8 






33.70 


9 






36.30 


10 






38.90 


11 








41.50 


l 9 








44.10 












Advance 
per Inch. 


$0.40 


$0.52 


$0.64 


$ 0.72 


$ 1.00 


$ 1.40 


$ 2.60 



Lag Screws with Hexagon Heads, 10 per cent extra. Tee Heads, 
20 per cent extra. Skein Bolts are sold at the same List Price as Lag 
Screws. For weights see page 913. 

EXPANSION BOLTS AND SHIELDS 



JftfrtabUki] 



LONG AND SHORT 
STANDARD 



LIST PER 


100 










EFFECTIVE JANUARY 


. 191 1 


Length, 
Inches 


M 


A 


H 


16 


V2 


5 A 


u 


% 


1 


IH 


VA 
2 


10.13 
10.85 
11.00 
11.25 
11.50 
11.85 
12.20 


11.60 
11.65 
11.85 
12.00 
12.35 
12.65 
13.00 
13.30 


































2A 
3 


15.90 
16.10 
16.40 
16.90 
17.35 
17.65 
18.00 


20.30 
20.50 
20.80 
21.15 
21.50 
21.80 
22.15 
22.50 


24.15 
24.45 
25.35 
25.90 
26.45 
27.00 
27.55 
28.10 


31.70 
32.10 
32.90 
33.75 
34.60 
35.40 
36.25 
37.10 
37.95 
38.80 
39.60 


48.30 
48.85 
50.00 
51.05 
52.20 
53.30 
54.45 
55.55 
56.65 
57.75 
58.90 














4 








5 








6 

7 
8 


68.90 
70.00 
71.10 
72.20 
73.30 
74.40 
75.55 


79.55 
81.65 
83.70 
85.75 
87.75 
89.90 
92.00 


174.45 


9 






181.10 


10 








187.75 


11 












194.45 


12 












201.10 



In figuring lists for longer bolts than those given above, make 
same advance per inch as on list. Ten per cent extra for hexagon heads. 
Shields can also be furnished for machine and carriage bolts. 

Chicago — Joseph T. Rvekson & Son — New York 



512 IN STOCK F R I M M E I) I A T E SHIP M E N T 

STOVE BOLTS 
FLAT AND ROUND HEAD 





LIST ADOPTED MARCH 1, 1907 



PRICE PER 100 



Length 


Diameter, 

3 s and A 

Inch 


Diameter, 

A 

Inch 


Diameter, 

A and J t 

Inch 


Diameter, 
Inch 


Diameter, 
Inch 


3 8 


$0.85 
.85 
.85 
.85 
.90 

.90 
.95 

1.00 
1.05 

1.10 

1.1.". 

1.20 


$0.85 
.85 
.85 
.85 
.90 

.90 
.95 

1.00 
1.05 

1.10 
1 15 
1 20 
1 . 25 

1.30 
1.40 

1 50 
1.60 

1.70 

1 M) 

1.90 
2.00 

2 l(» 
2 20 

8 lit 
2 50 

2 75 

2 90 








l A 


$1.20 
1.20 
1.20 
1 25 

1.30 
1 .35 
1.40 
1.45 

1.50 
1 .55 
1.60 
1.70 

1.80 

1 90 
2.00 
2.10 

2 20 

•_> 30 

2 l<> 






y% 






A 

l 

VA 

m 

2 

2V 2 
2H 
3 


$1.75 

1.80 

1 B5 
1.90 
1.95 
2.00 

2.05 
2.15 
2.30 

2.40 

2 50 
2.60 

2 70 
2.85 

3.00 

3 15 

:; ;;o 


12.66 

2.70 

2 7:. 
2.85 
2.90 
3.00 

3.10 

3 20 
3.40 
3 60 




3 80 




4 00 




4 20 


4 




4 40 




4 60 




1 SO 




5 00 


1'. 
5 




2 ."(i 3 i:. 


5 20 




2 00 

2 To 

3.00 

3 15 

3 i:, 
3.75 


3 75 

4 lo 

I 50 
•1 70 
i 90 
5.10 


5 in 








5 BO 


5K 
5H 
6 




6 00 




6 20 




6 lo 






m 




i, 80 




7 00 



CU1C AQ( ii 1 . Ryi|| 



N 



IN STOCK FOR IMMEDIATE SHIPMENT 513 
PLOW BOLTS 









PRICE 


. PER 100 






Length, 
Inches 


& 


3 A 




V2 


9 


H 


Inch 


Inch 


Inch 


Inch 


Inch 


Inch 


IK 


$1.70 


$2.00 


$2.60 


$3.50 


$4.50 


$5.70 


m 


1.80 


2.10 


2.75 


3.70 


4.75 


6.00 


m 


1.90 


2.20 


2.90 


3.90 


5.00 


6.30 


2 


2.00 


2.30 


3.05 


4.10 


5.25 


6.60 


2K 


2.10 


2.40 


3.20 


4.30 


5.50 


6.90 


2H 


2.20 


2.50 


3.35 


4.50 


5.75 


7.20 


2% 


2.30 


2.60 


3.50 


4.70 


6.00 


7.50 


3 


2.40 


2.70 


3.65 


4.90 


6.25 


7.80 


3M 


2.50 


2.80 


3.80 


5.10 


6.50 


8.10 


3^ 


2.60 


2.90 


3.95 


5.30 


6.75 


8.40 


3M 


2.70 


3.00 


4.10 


5.50 


7.00 


8.70 


4 


2.80 


3.10 


4.25 


5.70 


7.25 


9.00 



Other styles can be furnished promptly from factory. 
Plow Bolts, please state what style heads are desired. 



In ordering 



STEEL BOILER AND FITTING UP BOLTS 

WITH CONE POINTS AND FITTED WITH HOT PRESSED SQUARE NUTS 



PRICE PER 100 




LIST OF MARCH 19, 1907 



Length 


A 


Vs 


and 

V2 


and 


H 

and 


and 


and 
1 


m 


1M 


W2 


$3.60 
3.80 
4.00 
4.20 
4.40 
4.60 


$4.30 
4.55 
4.80 
5.05 
5.30 
5.55 


$6.00 
6.35 
6.70 
7.05 
7.40 
7.75 
8.10 
8.45 


% 9.00 

9.55 

10.10 

10.65 
11.20 
11.75 
12.30 
12.85 


$12.70 
13.45 
14.20 
14.95 
15.70 
16.45 
17.20 
17.95 


$18.80 
19.80 
20.80 
21.80 
22.80 
23.80 
24.80 
25.80 


$26.75 
28.10 
29.45 
30.80 
32.15 
33.50 
34.85 
36.20 






2 

3 

33^ 
4 

4^ 
5 


$41.50 
43.25 
45.00 
46.75 
48.50 
50.25 
52.00 


$57.50 
59.60 
61.70 
63.80 
65.90 
68 00 











These bolts are made of soft steel with special coarse threads, so 
that the nuts can be run on or off quickly by hand, and will be found 
of great convenience to boilermakers, being much better adapted for 
"fitting up bolts" than the ordinary machine bolt. 



Chicago — Joseph T. Ryerson & Son — New York 



514 



1 N S T U IK 1- U K 1 M M K l> 1 A T E S II 1 1* M E N T 



COUPLING BOLTS 



3 



PRICE PER 100 



tl> 



Diameter of Head. 


7 s IA 1 IK 


h\ 


i 5 < 


1H 


] 


Diameter of Bolt. 


K 


H 


7 K 


l 


IN 


1»4 


2 


$20.00 $2,5.00 












2H 

B 3 

l m 

3% 

s 4>, 

1 *M 

-a 5 

i 5M 

6 


20.50 
21.00 
21.50 
22.00 
22.50 
23.00 
23.50 
24.00 
24 50 
25.00 
25.50 
26.00 
26.50 
27.00 
27.50 
28.00 


25 7."> 
26.50 
27.25 

28.00 
28.75 
29.50 
30.2.5 
31.00 
31.75 
32.50 
33.2.5 
34.00 
34 . 7.5 
35 .50 
36.25 
37.00 


$32.00 
32.00 
33.00 
34.00 
35.00 
36.00 
37.00 
38.00 
39 00 
40.00 
41.00 
42.00 
43.00 
44 00 
45.00 
46.00 










$38.75 
39.75 
40.75 
41.75 
42.75 
43 7.5 
44.7.5 
4.5.7.5 
46.75 
47 75 
48.75 
49.75 
.50 75 
51 75 
52.75 








$.56.00 
56.00 
57.00 
58.00 
59.00 
60.00 
61.00 
62.00 
63.00 
64.00 
65.00 
66.00 
67.00 
68.00 






$70.00 
71.50 
73.00 
74.50 
76.00 
77.50 
79.00 
80.50 
82.00 
83.50 
85 00 
86.50 
88.00 


$100 00 
100 00 
102. 50 
105.00 
107.50 
110 00 
112.50 
115.00 
117.50 
120.00 
122.50 
125 00 


Thickness of Nut . 


'•_. 


5 . 


3 , 


7 s 


l 


iji 


m 


.Short Diameter of 

Nut 


H 


1A 


m 


1A 


m 


1H 


o 



Coupling bolts have milled bodies, and the heads and nuts are faced 
true with the body. 

All orders are filled with U. S. Standard thread unless otherwise 
specified. 

BRIDGE AND ROOF BOLTS 

DIMENSIONS OF UPSET ENDS FOR ROUND RODS 



Diameter 


Diameter 


Length 


Threads 


Diameter 


Diameter 


Length 


Threads 


of Bar, 
Inches 


of Upset, 
Inehes 


of Tract. 
Inches 


per 
Inch 


of Bar, 

Inches 


of Inset. 
Inches 


of Ipeet, 
Inches 


per 
Inch 


H 


1 


3H 


8 


1 3 8 


IH 


5 






IM 


1 


7 


IH 


\H 


5 


5 




l'» 


1 


7 


i> . 


i i 


.5 


5 


l 


I 1 ; 


1 


7 


p., 


ifi 


5 


5 


i 


1\ 


\ 


6 


i 1 , 


2 


4H 


t'j 


IM 


1'. 


Vi 


7 


i - 


2H 


C 


M 


i 1 * 


1 - 


i' • 


8 


i ■■. 


a 


5M 


»',■ 


i'. 


iX 


to 


6 


i , 


m 


5 


V: 


IX 




1 




i . 


2H 


5 


4 1 . 


IH 


1 i 


i 


•5 


LH 


-"> 


5H 





{. It 1 . I ., I 



K \ UlOl 



N i w Y R K 



IN STOCK FOR IMMEDIATE S H I P M E N T 



515 





BRIDGE 


AND 


ROOF 


BOLTS 












CONTINUED 








Diameter 


Diameter 


Length 


Threads 


Diameter 


Diameter 


Length 


Threads 


of Bar, 


of Upset, 
Inches 


of Upset, 
Inches 


per 
Inch 


of Bar, 


of Upset, 


of Upset, 


per 


Inches 


Inches 


Inches 


Inches 


Inch 


V/s 


2% 


5 


4 


" 2% 


2% 


6 


4 


2 


2H 


6 


±V* 


2V 8 


3 


VA 


m 


2 


2% 


6 


4 


2V 2 


3 


6 


m 


2 


2V* 


VA 


4 


2Y* 


3^ 


VA 


m 


m 


2Y* 


6 


4 


2V 8 


3M 


6 


zv? 


2Vs 


2% 


&A 


4 


2% 


m 


6 


sv?, 


2M 


2Y* 


6 


4 


2% 


Ws 


6 


V4 


2H 


2% 


6 


4 


3 


&A 


6 


3 


2H 


2Vs 


&A 


4 











Rods with special size and length of upset, made to order. 
MILLED IRON STUDS 










PRICE 


PER 100 










Diameter 


% 


rV 


H 


A 


a 


k 


14 


1 


m 


IH 


m 


$3.35 
3.50 
3.65 

3.80 
3.95 
4.10 
4.25 

4.40 


$4.05 
4.20 
4.35 

4.50 
4.65 
4.80 
4.95 

5.10 
5.25 
5.40 
5.55 

5.75 


$4.40 
4.60 
4.80 

5.00 
5.20 
5.40 
5.60 

5.80 
6.00 
6.20 
6.40 

6.60 
6.70 
6.80 
7.00 

7.20 


$5.10 
5.30 
5.50 

5.70 
5.90 
6.10 
6.30 

6.50 
6.70 
6.90 
7.10 

7.30 
7.40 
7.50 
7.60 

7.70 
7.80 














iy& 


$6.10 
6.30 

6.50 
6.70 
6.90 
7.10 

7.30 
7.50 
7.70 
7.90 

8.10 
8.25 
8.40 
8.55 

8.70 
8.85 
9.00 
9.15 
9.30 












m 












2 


$8.80 
9.10 
9.40 
9.70 

10.00 
10.30 
10.60 
10.90 

11.20 
11.45 
11.65 
11.90 

12.10 
12.35 
12.55 
12.80 
13.00 










2M 










2V2 


$12.00 
12.50 

13.00 
13.50 
14.00 
14.50 

15.00 
15.40 
15.75 
16.15 

16.50 
16.90 
17.25 
17.65 
18.00 








m 2 M 








1 3 
■8 VA 

m VA 

i 4 

4H 


$17.00 
17.75 
18.50 
19.25 

20.00 
20.50 
21.00 
21.50 

22.00 
22.50 
23.00 
23.50 
24.00 


$21.00 
22.00 
23.00 
24.00 

25.00 
25.75 
26.50 
27.25 

28.00 
28.75 
29.50 
30.25 
31.00 


$27! 00 
28.00 

29.00 
29.75 






30.50 


4M 






31.25 


5 






32.00 


5J4 






32.75 


5}| 








33.50 


5M 










34.25 


6 










35.00 


Threads to 
Inch 


16 


14 


12 


12 


11 


10 


9 


8 


7 


7 


Add for each 
M inch. . . . 


$0.15 


$0.20 


$0.20 


$0.20 


$0.25 


$0.30 


$0.40 


SO. 60 


$0.75 


$1.00 



Studs carried in stock with V threads only. 

All studs are made steam tight on tap end unless otherwise 
specified. 

Steel studs take 25 per cent advance over iron. 

Rough studs can be furnished to order. 
Chicago — Joseph T. Ryerson & Son — New York 



516 IN STOCK FOR 1 M M E D I A T E S II I P M E N I 



SQUARE HEAD AND HEXAGON HEAD 
CAP SCREWS 





PRICE PER 100 



Diameter 

of 

Screw 


M 


A 


H 


A 


i , 


A 


5s 


H 7 - 


1 


IH 


IM 


»: 


$3.00 
3.15 
3.25 

3.50 
3.75 
4.00 
4.25 

4.70 
5 25 
5.75 
6.25 


13.25 
3.40 
3.50 

3.75 
4.00 
4.25 
4.85 

5.35 
5.80 
6 30 
6.80 


$3.75 
3.90 
4.00 

4.25 
4.50 
4.85 
5.20 

5 55 
6.00 
6.65 

7.20 


$4.50 
4 . 70 
4.90 

5.30 
5.70 
6.10 
6.50 

7.15 
7.50 
7.90 
8.40 

9.15 
9 75 
10 50 

11.10 


$5.70 
5.80 
5.90 

6.50 
7.10 
7.70 
8.30 

8 90 

9 50 
10.10 
10.70 

11 50 

12 30 
13.10 
13.90 














H 
















$9.25 

9.50 
10.00 
10.75 
11.50 

12.60 
13.60 
14.40 
15.20 

16.00 
17.30 
18.60 
19.90 


$9.25 

9.50 
10.00 
10.75 
11.50 

12.60 
13.60 
14.40 
15.20 

16.00 
17.30 
18.60 
19.90 

21.20 










d 


i 

12.50 
13 50 


, 








a 8 

i 2 

1 3 

S 3^ 


18.40 


$... 






14 50 
15.50 

16.50 
17.50 
19.00 

20 60 

22.10 
23 7d 
25.30 
26.90 

28.50 
30.10 
31.70 


19.70 
21.00 

22 4(i 

23 7(1 
25 00 
26.40 

30.00 

31.80 
33.60 

35 40 
87. JO 
39.00 
40 80 


22 75 
2500 

27 2.i 
29.50 
31.78 
34 00 

36.25 
38 SO 

4(i 7.i 
43.00 

45 25 
47 50 
40 75 

52.00 


% 

34.00 

36 75 
39 50 
42 25 
45.00 

#7.71 

50.50 
53 25 
56.00 

58 75 
61 50 
t>4 25 
67 00 


38 50 

42.00 
45 .50 
19 im 
52 50 

56 00 


1 3^ 

If 

5 «HI 








50 50 








63 00 








66 50 








70 00 


















5 




















































Threads to 
inch 


n 


18 


16 


11 


12 


12 


11 


10 


9 


1 


7 


7 


Add for each 

] 4 inch 


$0 40 


$0 K 


$0 60 


• 


SI .SO 


$1 30 




$1 SO 


$2 25 




$3.50 



I ii n a a I I 1 ■ RvillOli ft S »- ,n — N t w York 



IN STOCK F O R I M MEU1 A T E SHIP M E N T 



517 



IRON SET SCREWS 





PRICE PER 100 PIECES 



Diameter 

of 

Screw 


Vi 


5 

16 


% 


& 


V2 


9 

"16 


H 


% 


H 


1 


V/s 


VA 


■§ 1 


$1.80 
1.90 
2.00 
2.10 
2.15 

2.30 
2.50 
2.75 
3.25 

3.75 
4.25 
4.75 
5.25 


$2.00 
2.10 
2.20 
2.30 
2.35 

2.50 
2.70 
3.00 
3.50 

4.00 
4.50 
5.00 
5.50 


$2.35 
2.45 
2.50 
2.60 
2.65 

2.85 
3.10 
3.50 
4.00 

4.50 
5.00 
5.50 
6.00 




















$2.80 
2.90 
3.00 
3.10 

3.50 
4.00 
4.50 
5.15 

5.75 
6.35 
6.75 
7.20 

7.60 
8.00 
8.50 
9.00 


$3.30 
3.40 
3.60 
3.80 

4.30 
4.80 
5.40 
6.00 

6.75 
7.50 
8.25 
9.00 

9.75 
10.50 
11.25 
12.00 
















$5.00 
5.50 
5.75 

6.50 
7.25 
8.00 
8.80 

9.60 
10.40 
11.20 
12.00 

12.75 
13.50 
14.30 
15.10 


$5.00 

5.50 
5.75 

6.50 
7.25 
8.00 
8.80 

9.60 
10.40 
11.20 
12.00 

12.75 
13.50 
14.30 
15.10 

15.90 
16.70 












$.... 










10.00 

11.00 
12.00 
12.80 
13.60 

14.50 
15.40 
16.30 
17.30 

18.40 
19.50 
20.75 
22.00 

23.50 
25.00 
26.50 










'5 


$ 

15.50 
16.20 
17.70 
19.20 

20.70 
22.20 
23.70 
25.20 

26.70 
28.20 
29.70 
31.20 

32.70 
34.20 
35.70 
37.20 


$ 






I & 

* 2 
H 

-S 2M 

1 F*i 

a> 


22.00 
24.00 
26.00 

28.00 
30.00 
32.00 
34.00 

36.00 
38.00 
40.00 
42.00 

44.00 
46.00 
48.00 
50.00 


$.... 




41.70 
45.00 

48.30 
51.60 
54.90 
58.20 

61.50 
64.80 
68.10 
71.40 

74.70 
78.00 
81.30 
84.60 


m.bo 

58.30 
62.60 
66.90 
71.20 

75.50 


3 3J4 








79.80 


? 4 








84.10 
88.40 


4J4 








92.70 


4^2 














97.00 


i% ] 














101.30 


5 
















105 . 60 






















Threads to 
Inch 


20 


18 


16 


14 


12 


12 


11 


10 


9 


8 


7 


7 


Add for each 
li inch 


$0.50 


$0.60 


$0.70$0.80 


$0.90 


$1.10 


$1.10 


$1.50 


$1.70 


$2.25 


$3.30 


$4.30 



Chicago — Joseph T. Ryerson & Son — New York 



18 IN STOCK FOR IMMEDIATE SHIPMENT 



HOT PRESSED SQUARE AND HEXAGON NUTS 




UNITED STATES STANDARD LIST 



AMENDED DECEMBER 20. 1905 
TO TAKE EFFECT JANUARY I, 1906 






Thick- 


Hole 


Size of 


Price pkr 


00 Pounds 


Short 


Square 


Hexagon 


Diameter 


DCSS 




Bolt 
















Blank 


Tapped 


Blank 


Tapped 


H 


M 


t\ scant 


N 


$13.00 


$15.00 


$20.00 $22.50 


A 


A 


l /i scant 


A 


12.00 


13.50 


18.00 


20.00 


ft 


H 


H scant 


H 


10.50 


11.60 


14.00 


15.60 


ft 


tV 


H scant 


7 
16 


10.00 


10.90 


13.00 


14.30 


K 


K 


H scant 


H 


9.00 


9.70 


11.20 


12.20 


H 


A 


H 


9 

T6~ 


9.00 


9.60 


11.20 


12.10 


ItV 


H 


N 


8.70 


9.20 


10.50 


11.20 


m 


H 


K scant 


N 


8.50 


8.90 


10.00 


10.60 


IrV 


H 


fj scant 


S 


8.40 


8.80 


9.90 


10.50 


IK 


l 


H scant 


l 


8.40 


8.80 


9.90 


10.50 


Iff 


IK 


|f full 


iK 


8.40 


8.80 


9.90 


10.50 


2 


IN 


1A full 


iK 


8.40 


8.80 


9.90 


10.50 


2A 


IN 


1A full 


IK 


8.50 


9.00 


10.00 


10.70 


2K 


1K> 


l A full 


IK 


8.80 


9.40 


10.30 


11.10 


2t\ 


IN 


1 j ;; scant 


IK 


9.00 


9.70 


10.50 


11.40 


2f^ 


IN 


\ x /l scant 


IK 


9.30 


10.00 


10.80 


11.70 


2ft 


IK 


V>/% scant 


IK 


9.50 


10.30 


11.00 


12.00 


3K 


2 


lfi scant * 


2 


9.70 


10.60 


11.20 


12. 30 


3A 


2K 


lf| scant 


2K 


10.00 


11.00 


11.70 


12 90 


3H 


2K 


1H scant 


2M 


10.00 


11.10 


11.70 


13.00 


3« 


$i 


2A 


2K 


10.30 


11.50 


12.20 


13 00 


3K 


2H 


9A 




10.50 


11.80 


12.40 


18.90 


Wi 


- M ! 




2K 


11.00 


12 10 


13.00 


U 00 




a 


2K 


3 


11.50 


13.00 


13.50 


15.20 



For less than keg lots (200 pounds) <>f a size add 20 Mttti 
cwt. for 100 pounds <>r over. 

For less than kr^ lots (200 pounds) pf a rise, add 50 cents pet 
cwt. for less than LOO pom 
r>>r weights, see page 913. 



i'iiicaoo — Jonri I • R M a w Y o ft x 



IN STOCK FOR IMMEDIATE SHIPMENT 519 



HOT PRESSED SQUARE AND HEXAGON NUTS 
WITH ENLARGED HOLES 



(3D 



UNITED STATES STANDARD LIST 



AMENDED DECEMBER 20. 190S 
TO TAKE EFFECT JANUARY 1, 1906 






Thick- 
ness 


Hole 


Size of 
Bolt 




Price per 


100 Pounds 




Short 
Diameter 


Square 


Hexagon 




Blank 


Tapped 


Blank 


Tapped 


H 


X 


7 
32 


l A 


$13.00 


$15.00 


$20.00 


$22.50 


32 


5 
16 


9 

32 


5 

16 


12.10 


13.60 


18.15 


20.15 


11 
16 


H 


21 

64 


X 


10.70 


11.80 


14.00 


15.60 


f§ 


7 
16 


X 


7 
16 


10.00 


10.90 


13.00 


14.30 


Vs 


H 


7 
16 


H 


9.00 


9.70 


11.20 


12.20 


;ti 
3 2 


9 
16 


31 
64 


9 
16 


9.10 


9.70 


11.35 


12.25 


irV 


5 A 


9 
16 


X 


8.80 


9.30 


10.65 


11.35 


1M 


X 


2i 

32 


X 


8.60 


9.00 


10.10 


10.70 


1A 


Vs 


49 
64 


Vs 


8.50 


8.90 


10.05 


10.65 


1H 


l 


K 


1 


8.50 


8.90 


9.90 


10.50 


1H 


IK 


31 
32 


ix 


8.50 


8.90 


10.05 


10.65 


2 


1M 


1-2- 
x 32 


i l A 


8.50 


8.90 


10.05 


10.65 


2fV 


i« 


1A 


m 


8.60 


9.10 


10.15 


10.85 


2^ 


Jji 


1A 


m 


8.90 


9.50 


10.45 


11.25 


2t% 


lfe 


1A 


m 


9.10 


9.80 


10.65 


11.55 


2% 


1M 


117 
A32 


i% 


9.40 


10.10 


10.95 


11.85 


m 


IK 


1 21 
ITS 


VA 


9.60 


10.40 


11.15 


12.15 


&A 


2 


IX 


2 


9.80 


10.70 


11.35 


12.45 


3tV 


2K 


127. 
x 32 


2K 


10.10 


11.10 


11.85 


13.05 


33^ 


2^ 


13JL 

*32 


2M 


10.10 


11.20 


11.85 


13.15 


°16 


2% 


2^ 


2K 


10.40 


11.60 


12.35 


13.75 


3K 


2 l A 


2** 


2K 


10.60 


11.90 


12.55 


14.05 


4^ 


2M 


929 

^64 


2% 


11.10 


12.50 


13.15 


14.75 


4^ 


3 


2ft 


3 


11.60 


13.10 


13.65 


15.35 



For less than keg lots (200 pounds) of a size, add 20 cents per 
cwt. for 100 pounds or over. 

For less than keg lots (200 pounds) of a size, add 50 cents per 
cwt. for less than 100 pounds. 

For weights, see page 913. 



Chicago — Joseph T. Ryerson & Son — New Yor 



5>0 IX STOCK FOR I M M E 1 > I A T I. S H ! i» M E N I" 



COLD-PUNCHED, CHAMFERED AND TRIMMED 
NUTS WITH REAMED HOLES 




UNITED STATES STANDARD LIST 



ASSOCIATION STANDARD LIST. 
OF JANUARY I. 1906 






Thick, 


Hole. 


Bolt, 


Pkice i 


>EK PoVND IN 200-PtHND Kt 


Width, 










Inches 


Inches 


Inches 


Inches 


Square 


Hexagon 




Blank 


Tapped B 


lank 


Tapped 


l A 


'4 


A 


?4 


$0.20 


$0.22 $0 


27 


10.295 


H 


A 


l 4 




.18 


.195 


24 


.26 


H 


H 


04 


N 


. 1 15 


.156 


185 


.201 


it 


A 


H 


A 


.14 


.148 


18 


. 193 


% 


M 


H 


H 


.113 


.12 


14 


.15 


H 


9 
16 


H 


9 
16 


.113 


.119 


14 


.149 


1A 


H 


H 


H 


.10 


.105 


125 


.132 


IK 


K 


N 


% 


.97 


.101 


114 


.12 


1A 


v% 


tt 


V$ 


.96 


.10 


111 


.117 


i". 


i 


H 


1 


.96 


.10 


111 


.117 


lrf 


i 1 ^ 


h 


m 


.96 


.10 


111 


.117 


2 


1^ 


1A 


Wa 


.101 


.105 


115 


.121 


2A 


IN 


1A 


m 


.103 


.108 


12 


.127 




IH 


1A 


I 1 .- 


.107 


.113 


126 


.134 


2A 


i^ 


1H 


l 5 /8 


.111 


.118 


132 


.141 


2 3 K 


1 3 4 


LH 


Ik 


' .115 


.122 


14 


.148 


2H 


lfc 


i - 


I 7 . 


.12 


128 


145 


.155 


3H 


2 


ill 


2 


.12 


.129 


145 


.156 


3A 


2H 


iff 


2H 


125 


.135 


15 


.162 


8H 


2H 


in 


-"» 


.128 


136 


15 


.163 


3H 




2A 


2H 


1 36 


117 


16 


171 


3M 


2H 


2A 


2H 


.135 


L48 


16 


.175 


4 h 




2A 




.14 


154 


li,:, 


.181 


*k 




2A 


•-"•, 


.14 


154 


165 


.181 


■»-\ 


3 


2H 


3 


1 1:» 


.16 


17 


.187 


5 


3k 


2« 


3k 


145 


.161 


17 


.188 






•■•>,', 


3H 


115 


102 


17 


.188 




\ 


ffi 


! 


166 


175 


is 


.20 



( li 1 ( I t ii T . R TBI SO n 



So N 



X K \\ Y >> R K 



IN STOCK FOR IMMEDIATE SHIPMENT 



521 



FINISHED, CASE-HARDENED AND SEMI-FINISHED 
HEXAGON NUTS AND CHECK AND JAM NUTS 




REVISED LIST. ADOPTED MAY S, 1911 



PRICE PER 100 




















Finished 


Size 




Thickness 


Number 


• 


Semi- 
Finished 


Finished 
Case 


Case 
Hardened 


of 


Width 






of 


Finished 


With 


Hardened 


Nuts 








Bolt 








Threads 




Double 


Nuts 


With 






Reg- 


Check 






Chamfer 


Double 






ular 


Jam 










Chamfer 


& 


Vs 


_3_ 

16 


h 


24 


$ 2.00 


% 2.50 


$ 6.00 


$ 6.50 


H 


K 


K 


3 
16 


20 


2.00 


2.50 


6.00 


6.50 


A 


M 


_5_ 

16 


3*2 


18 


2.50 


2.75 


7.00 


7.50 


H 


ii 

T6 


V% 


M 


16 


3.25 


4.00 


8.00 


8.75 


& 


25. 
32 


■h 


5 

16 


14 


3.75 


4.75 


9.00 


10.00 


H 


H 


K 


5 
16 


13 or 12 


4.50 


5.50 


10.00 


11.00 


9 
16 


H 


9 
16 


H 


12 


5.50 


6.50 


12.00 


13.00 


% 


i& 


% 


H 


11 


6.50 


7.50 


16.00 


17.50 


11 
16 


i& 


16 


13 
32 


11 


8.50 


10.50 


22.00 


24.00 


% A 


1M 


a 


£ 


10 


8.50 


10.50 


22.00 


24.00 


% 


l& 


% 


K 


9 


12.00 


14.50 


27.00 


29.50 


l 


IK 


i 


9 
16 


8 


17.50 


21.00 


38.00 


41.50 


IK 


1H 


m 


K 


7 


24.00 


28.50 


50.00 


54.50 


w 


2 


m 


% 


7 


33.00 


39.00 


66.00 


72.00 


IVs 


2A 


w 


It 


6 


49.00 


57.00 


90.00 


97.00 


m 


2K 


m 


A 


6 


69.00 


78.00 


120.00 


130.00 


M 


2tV 


m 


15 
16 


5K 


93.00 


105.00 


145.00 


158.00 


i% 


2% 


i% 


1 


5 


130.00 


145.00 


175.00 


190.00 


m 


Ol5 
"16 


IK 


1& 


5 


170.00 


190.00 


250.00 


270.00 


2 


3K 


2 


IK 


4K 


215.00 


240.00 


325.00 


350.00 


2K 


3K 


2H 


1M 


4K 


310.00 


345.00 


550.00 


600.00 


2K 


Ws 


2K 


IK 


4 


475.00 


525.00 


850.00 


950.00 


2M 


4K 


2M 


1^ 


4 


630.00 


695.00 


1200.00 


1350.00 


3 


4K 


3 


2 


3K 


990.00 


1100.00 


1800.00 


2000.00 



Nuts finished top and bottom, use double chamfered list. 
For nuts thinner or smaller than standard, use regular list. 
For semi-finished nuts case-hardened, add 20 per cent to the list, 
and use double chamfered list if rounded on top. 
For finished nuts not case-hardened, use regular list. 
For nuts polished after case-hardened, add 30 per cent to the list. 



Chicago — Joseph T. Ryerson & Son — New Yor 



I N S T C K FOR I M M l. D [ A T E S II 1 1' M E N I' 



TURNBUCKLES 




SIZES CARRIED IN STOCK 







Length 


Length 


Approximate 


Approximate 


Size, 


List 


without 


including 


with 


without 


Inches 


Price 


Stubs, 


Stubs, 


Stub Ends, 


StubKnds. 






Inches 


Inches 


Pounds 


Pounds 


JL 
16 


$0.38 


7H 


22 


1 


.65 


: Vs 


.40 


IVa 


22 


1.15 


.66 


A 


.42 


7A 


22 


1.25 


65 


H 


.45 


7M 


22 


2 


1.2 


9 
16 


.48 


7H 


22 


2 25 


1.2 




.50 


7" s 


22 


8 


1.6 




.63 


%Va 


23 


4 




% 


.75 


m 


24 


5 2.", 


2 1 


1 


.88 


9 


25 


7 


3.2 


1H 


1.00 




25 


s ::, 


;; 6 


1M 


1.25 


954 


26 


11.75 


4.8 


IH 


1.38 


10^ 


27 


14.12 


6 


Ui 


1.50 


10 1 , 


27 


17 


7 2 


w 


1.75 


10% 


2S 


20 


8 


IH 


2.00 


lltf 


2s 


23.25 


9 


m 




HM 


29 


27.75 


H> s 


2 


2.65 


12 


29 


36 


17 


&A 


3.10 


L2H 


29 


37.75 


17 


2H 


3.50 


12\ 


30 


45 


10.2 




4.00 


12% 


31 


48 


19.2 


-", 


4 50 


I- 1 , 


32 


til 


27 5 




5 00 


13% 


32 


62 






:, 50 


IP, 


33 


77 


35 


- >7 , 


6.00 


n- . 


33 


80 


36 


8 


6.50 


15 


34 


83 


35 



The above turnbucklee have right and left U. S. Standard threads. 
The opening between tin- heads measures' 5J $ im-hes clear. 

Turnbuckles without stub ends or with special openings can be 
furnished promptly from th<; factory* 



Chicago — Joseph T. Rtii 



N y \\ Y <» R k 



IN STOCK FOR IMMEDIATE SHIPMENT 533 



PIPE, TANK 
AND SILO BANDS 

Bands are furnished with rolled or 
cut threads, and any style of head, nut 
and washer. 

Standard Pipe Bands have special 
round heads, rolled threads, square nuts 
and cut washers. The head and the rolled 
thread are of greater strength than any 
other part of the band. 

Bands are furnished of diameters 24 inch 
to 1}4 inch, and lengths up to 32 feet, 
straight or curved as required, and un- 
coated or coated with hot or cold 
paint as specified. 



MALLEABLE IRON PIPE SHOES 
FOR WOOD STAVE PIPE, TANKS, ETC. 



Diameter 
of Band, 


Outside 

Diameter 

of Pipe, 

Inches 


Approximate 

Weight per Shoe 

in Pounds 


Diameter 
of Band, 
Inches 


Outside 

Diameter 

of Pipe, 

Inches 


Approximate 

Weight per Shoe 

in Pounds 


Inches 


Style 
No.l 


Style 
No. 2 


Style 
No. 3 


Style 
No.l 


Style 
No. 2 


Style 
No. 3 


5/16 

3/8 
3/8 
3/8 


9 
12 
17 
24 
22 
22 
30 
32 
38 
42 
46 
52 
59 
35 
45 


0.50 


0.25 
0.42 
0.50 


'6.55' 
0.66 
0.75 


5/8 
5/8 
5/8 
5/8 
5/8 
5/8 
3/4 
3/4 
3/4 
3/4 
7/8 
7/8 
7/8 
7/8 
7/8 


51 
55 
63 
65 
75 
93 
75 
78 
85 
94 
85 
96 
114 
120 
144 


1.25 
i.35' 

'i.75' 
'2.25* 






1.60 


1.85 


1.80 
1.90 
2.25 
2.10 


2.25 


7/16 


0.75 
0.95' 

' i.bo' 






1/2 

1/2 
1/2 
1/2 
1/2 


0.85 
0.90 

0.95' 

'i.bo' 


'i.bo' 

'i.'25' 

i.36' 
'i.bo' 

1.50 


'2.66' 




3.00 


1/2 
1/2 


2.25 


'3.50' 


1/2 
5/8 
5/8 




1.10 


3.66 








4.40 










5.25 



Shoes for pipe of diameters given will fit diameters 1 inch greater or less for 
diameter 9 inches; 2 inches greater for 12 inches; 3 inches greater for 17 inches; 
4 inches greater for 24 inches to 50 inches; 5 inches greater for 50 inches to 90 
inches and 6 inches greater for over 90 inches. 

Patterns for standard types of shoes not above listed are added as occasion 
requires. A stock of uncoated shoes of standard sizes is carried at the foundry. 
Any coating desired can be applied to the shoes before shipment. 

Chicago — Joseph T. Ryerson & Son — New York 



524 IX STOCK F R [MM EDI ATE SHIPMEN1 
CAST IRON WASHERS 




IN STOCK 



Bolt. | Hole, i D . uini - 


Thick- 


Approximate 


Bolt. Hole, 


Diam- 


T _ hk *- Approximate 


Inches Inches 


Inches 


Inches 


Weight 


Inches Inches 


Inches Inches VSe,ght 


X 


Vh 


m 


H 


9oz. 


\x 


IK 


4H 


IX 


21bs.8oz. 


% 


Va 


2% 


X 


12 02. 


IX 


1% 


*X 


1A 


41bs.4oz. 


X 


% 


VA 


V* 


lib. 


i% 


IX 


*X 


1H 


4 lbs. 6oz. 


Vh 


1 


v/ ? 


15 

lb 


llb.6oz. 


IX 


1% 


6 


itf 


5 lbs. 8 oz. 


1 


IX 


4 i/ 8 


1 


2 lbs. 













MALLEABLE IRON WASHERS 




These washers are made of refined malleable iron and are prac- 
tically indestructible. 

IN STOCK 



Site of 
Bolt. 
Inches 


Diameter, Thickness. 
Inches Inches 


Approxi- 
mate 
Weight 
per 100 


Siie of 
Bolt. 
Inches 


Diameter, 
Inches 


I Approxi- 
Thickness mate 
Inches 1 Weight 
per 100 


X 

Vs 

l 


*X 

'-' • s 

4 


X 

A 
A 


1") 

22 
83 
60 

(VS 


IX 

m 

2 


iX 

6 
8 
6 


X 


< 

160 

190 

aoe 

420 



STAR WASHERS 
Star vMhm to meet :ill requirement! see !>*• furnished promptly 
from stork. 

C ii I r a r, (i — Joseph T . R T B I Mi W Yoil 



IN STOCK FOR IMMEDIATE SHIPMENT 



52! 



STANDARD WROUGHT WASHERS 




ADOPTED JANUARY 20, 1910 



U. S. STANDARD SIZES 



IN 2O0 POUND KEGS 



IN STOCK 



Di&mptcr 


Size of 


Thickness 


Size of 


Price per 


Number in 




Hole 


Wire Gauge 


Bolt 


100 Pounds 


100 Pounds 


9 
16 


M 


18 


3 
16 


$14.00 


39400 


H 


A 


16 


H 


12.20 


15600 


N 


N 


16 


5 
16 


11.40 


11250 


1 


& 


14 


N 


10.50 


6800 


IN 


n 


14 


7 
16 


9.80 


4300 


IN 


9 
T6 


12 


N 


9.40 


2600 


m 


N 


12 


9 
16 


9.30 


2250 


m 


11 
16 


10 


N 


9.20 


1300 


2 


13 
16 


10 


X 


9.10 


1010 


2N 


15 
16 


9 


N 


9.00 


860 


2V 2 


1A 


9 


1 


9.00 


625 


2% 


1M 


9 


IN 


9.00 


520 


3 


IN 


9 


IN 


9.20 


400 


3N 


IN 


8 


IN 


9.20 


300 


3N 


IN 


8 


IN 


9.20 


280 


3% 


1M 


8 


IN 


9.50 


240 


4 


IN 


8 


IN 


9.50 


215 


4^ 


2 


8 


IN 


9.50 


190 


4N 


2N 


8 


2 


9.50 


175 


4% 


2N 


5 


2N 


10.50 


122 


5 


2N 


4 


2N 


10.50 


106 



Add $0. 10 cwt. for 100 pound kegs. 
Add . 20 cwt. for 50 to 100 pound boxes. 
Add .30 cwt. for 25 to 50 pound boxes. 
Add . 50 for 5 pound boxes. 
Add 1 . 00 cwt. for 1 pound boxes. 



Chicago — Joseph T. Ryerson & Son — N 



York 



i20 I N STO f'K FOR I M \l ED I A 



SUM' M E N T 



TRACK SPIKES AND BOLTS 

IN STOCK 




ADVANCES ON SQUARE BOAT SPIKES 

J 4 inch square, 3 to 3}^ inches long Per 1(H) lbs. $1 .00 

1 1 inch square, 4 to 8 inches long " .7") 

t \ inch square, 3 1 j " .70 

£ inch square, 4 to 8 inches long " .4.") 

'■' $ inch square, 3 to 3V£ inches long " .55 

:i g inch square, 4 to 12 inches long u .:->() 

i^ inch square, 6 to 12 inches long u .20 

1 2 inch square, 6 to 12 inches long " .15 

h /% inch square, 8 to 14 inches long' " .15 

Reversed Points: \i cent per pound extra. 

ADVANCES ON RAILROAD AND SHIMMING SPIKES 

] 4 inch square, 2 to 2 1 •> inches long Per UK) lbs. $1 .00 

' 4 inch square, 3 inches long " .85 

l\ inch square, 2 inches long BO 

To inch square, 2)4 to 4 inches long .00 

I inch square, 2 inches long ■ .50 

{ inch square, 2)^ inches long " 10 

3 8 inch square, 3 to 4 \ ■> inches long " .30 

i 7 6 inch square, 3 inches long .30 

, 7 6 - inch square, 33 2 to 4 1 •> inches long .20 

1 2 inch square, 2)^ inches long .20 

1 2 inch square, 3 to 5 inches long .10 

rV inch square, \ l A to 5 1 o inches long " Base 

Reversed Points: x ± cent per pound extra. 





STANDARD EXTRAS ON TRACK BOLTS 
K.xtras arc given in cents per 100 lbs. 



DiMiki 


s 4 to 1 fa Inches ) \ Inch 


UagXh 


Smart 

N'.ts 


Hexagon 


Square 


Hexagon 


3>2 to 12 inches 

3 1 ( inches 


Mas.' 

$0 05 
.15 


$0.15 
.20 

30 


$i) 20 
.30 
.40 


$0 50 
60 


3 inches 


70 



Ckicaoo •Joibpb 1 . Ryiii 



N I W Y R K 



IN STOCK FOR IMMEDIATE SHIPMENT 601 



GLYCO BABBITT METAL 



The Inventor of Glyco Metal is John Edward Stead, Esq., noted 
English Metallurgist (member of the Council of the Iron and Steel 
Institute; Bessemer Medalist, F. R. S., F. I. C, F. C. S., etc.), who 
found a way to produce, in Glyco, an alloy having the greatest pos- 
sible homogeneity of texture (in appearance like fine tool steel) and 
an unvarying uniformity. 

The Composition and Process of preparation of Glyco are 
peculiar and unique, and produce a special and quasi-chemical 
combination of uniform texture, having those indispensable qualities 
which no other lead base alloy has ever been able to secure. 

Glyco Has the Greatest Possible homogeneity of texture and 
uniformity of quality, and these properties, demanded in a good bear- 
ing metal, are guaranteed, and are due to the following features: (1) 
To the special and unique process of manufacture, the discovery of 
the inventor. (2) To the employment of only pure raw metals. 
(3) To the absolutely scientific combination of the component ele- 
ments and the constant employment of special testing apparatus to 
secure uniform results. 

Genuine Glyco Babbitt Metal is cast in ingots exactly as illus- 
trated. It is securely packed in boxes of the following net weights: 
10 pounds, 25 pounds, 50 pounds, 100 pounds and 500 pounds. 



c <v g o — Joseph-T. Ryerson & Son — New York 



«02 IN STOCK FOB IMMEDIATE SHIPMENT 



GLYCO BABBITT METAL 






MADE IN FOUR GRADES 



m 



2 ImV;.^ ^ 



nmoiTunM 

MY0t|«IY0fl| 




Turbo Glyco (nickel-hardened) is the latest 
Glyco product to be put on the market in this 
country. It has proved remarkably successful 
as a bearing liner under the most trying condi- 
tions of service. 



Marine Glyco is intended for use where 
the service is severe and where a high grade 
bearing metal is desirable. Large tonnages 
used in electric motor bearings. 



Standard Glyco is recommended for an 
infinite variety of ordinary conditions of ser- 
vice, and is used in large quantities for gen- 
eral repair purposes. 



Transmission Glyco is recommended for 
u«> where the conditions of service are un- 
important and the requirements meruit at. 
a low priced metal. 



W k Recommend Turbo and Marino <;iye<» as substitutes for so- 
called genuine Babbitt. 

1 for Technical Library. Vol. 18, <>n Hearing Metals. 
L H i i \ BO I ■ ■ - ! . i- n 1 • K Y l R SO M — New Y »> R k 



^siMM 




IN STOCK FOR IMMEDIATE SHIPMENT 



603 



CHAIN 

IN STOCK 




We can furnish immediately from stock all staple sizes of chain, 
including common BB, BBB, and log chains. Also common twist 
link chain in sizes ^ inch to % inch, inclusive. 

We are prepared to supply on very short notice special chain of 
every description such as railroad wrecking, switch, and brake 
chains, sling chains, agricultural chains, etc. 

Our factory makes a specialty of the highest grade of hand welded 
chain for steam shovel and dredge work. 

CHAIN TABLE 





Proof Coil 


B.B. 


B. B. B. 


Size 
Chain, 


Number 


Approxi- 


Number 


Approxi- 




Number 


Approxi- 




Inches 


Links 


mate 


Links 


mate 


Proof 


Links 


mate 


Proof 




per Foot 


Weight 
100 Feet 


per Foot 


Weight 
100 Feet 


Test 


per Foot 


Weight 
100 Feet 


Test 


& 


13^ 


46 


uy 2 


50 


1100 


15 


52 


1200 


M 


123^ 


75 


13K 


80 


1650 


14 


83 


1750 


-h 


11 


110 


12 


115 


3000 


123^ 


118 


3400 


Vs 


10 


155 


11 


160 


4000 


im 


166 


4500 


7 
16 


9 


"200 


m 


210 


~ 5500 


10 


215 


6300 


A- 


8 


260 


sy 2 


265: 


7000 


9 


268 


8000 


.9 
T6 


VA 


325 


8 


335 


8800 


m 


340 


10000 


% 


&A 


420 


7 


425 


10750 


7H 


430 


12500 


M 


6 


590 


6M 


600 


15500 


VA 


610 


17750 


% 


5 


800 


5H 


820 


21000 


5A 


830 


24000 


l 


4 


1000 


4% 


1030 


28500 


*A 


1040 


31350 


M 


-3% 


1300 


4 


1350 


36000 


VA 


1400 


38000 


IH 


m 


1500 


VA 


1550 


43000 


&A 


1600 


47000 



Safe working load, one-half the proof test. Breaking strain, 
approximately twice the proof test. 



NANTAHALA 
METAL WORKERS' MARKING CRAYONS 

Our crayon h a mined product, and is far superior to the manu- 
factured soapstone crayons. We believe that it is undoubtedly the 
best on the market. We carry in stock, for immediate shipment, 
ys inch round, 
long. 



34 inch square and t^xA m ch flat, all 5 inches 



Chicago — Joseph T. Rye 



& Son — New York 



604 



IN STOCK FOR IMMEDIATE SHIPMENT 



ROUND WIRE 

IN STOCK 

Bright and black anuealed, coppered, galvanized and tinned, in 
coils. 

1 2 3 45678 



• 


• 


• 


• • • • 


« 


IS 


17 


16 


15 14 13 12 
EXTRAS FOR SIZE 


1 



10 





Advances are per 100 Pounds 


Washburn & Mocn 
Gauge 


Annealed 


Galvanized 
(Add to Price 
of Annealed) 


Coppered 
(Add toPrice 
of Annealed) 


Tinned 
(Add to Price 
of Annealed) 


No. 9 and coarser 

No. 10 


Base 
$0.05 
.10 
.15 
.25 
.35 
.45 
.55 
.70 
.85 


$0.40 
.40 
.40 
.40 
.40 
.40 
.70 
.70 
1.10 
1.10 


$0.40 
.40 
.40 
.40 
.40 
.40 
.40 
.40 
.40 
.40 


$1.00 
1.00 


No. 11. . 


1 00 


Nos. 12 and 123^ 

No. 13 


1.00 
1 00 


No. 14 


1 00 


No. 15 


1.00 


No. 16 


1.00 


No. 17 


1.00 


No. 18 


1.00 



Straightened and cut lengths can be furnished from mill. 
Coppered bessemer rods in 4 and 12 foot lengths. 





COMMON NAILS 






/fo -.i. — 










w 






Size 


Length, 
Inches 


Gaucc 
Number 


Approximate 
Number 
to Pound 


Advance Over 

Base Price, 
per 100 Pounds 


2d 


1 


15 


876 


$0.70 


3d 


IX 


14 


568 


.45 


4d 


iX 


12H 


316 


.30 


5d 


ih 


123^ 


271 


.30 


6d 


2 


ll 1 ., 


181 


.20 


7d 


2H 


1 1 X 


161 


.20 


8d 


- 


10', 


106 


.10 


<>d 




10', 


% 


.10 


lOd 


3 


Q 


60 


.06 


I2d 


3H 


g 


63 


.06 


16d 


3H 


8 


40 


o:> 


20d 


4 


6 


31 


Base 


30d 


iX 


:> 


24 


BtOJ 


40d 




i 


18 


Base 


50d 




3 


14 


Ban 


60d 


G 


2 


11 


Base 



( i:ilv:miz«'(i Roofing Nails. Mfl Roofing Sheets, page 313. 
L'iik ago — Joseph T . BvillOl & Son — NlW V u r 



IN STOCK FOR IMMEDIATE SHIPMENT 



605 



WIRE CLOTH 

We carry in stock a complete assortment of the standard grades of wire 
cloth. We can furnish promptly any mesh made from any kind or size of wire. 

When ordering state whether black or galvanized, size of wire mesh, length 
and width desired and whether mesh is center to center or clear space. 

The mesh of wire cloth is the distance from center to center of adjacent 
wires. No length less than 100 feet will be considered a full roll. 







SIZES ANC 


LIST PRICE PER SQUARE 


FOOT 










Wire 


Number op Mesh 


Number 


1 


% 


Vs 


2 


m 


3 


3H 


4 


4^ 


5 


6 


7 


8 


9 


10 


12 


3 


88 
73 
60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 
































4 


88 
73 
60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 






























5 


88 
73 
60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 




























6 




























7 




























8 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 


























9 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 
























10 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 






















11 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 




















12 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 


















13 


57 
45 
35 
29 
24 
19 
15 
13 
11 
9 
7 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 
8 














14 


60 
48 
38 
32 
27 
22 
17 
14 
12 
10 

7 












15 


60 
48 
38 
32 
27 
22 
17 
14 
12 

8 










16 


60 
48 
38 
32 
27 
22 
17 
14 

10 

7 








17 


60 
48 
38 
32 
27 
22 
17 

12 

8 

7 






18 






60 
48 
38 
32 
27 
22 

14 

10 

8 
7 




19 








60 


20 










48 


21 












38 


22 














3? 


23 
















?7 


24 




















25 




















17 


26 
























27 
























1? 


28 




























29 




























8 


30 






























7 


Wire 


Number of Mesh 


Number 


14 


16 


18 


20 


22 


24 


30 


40 


50 


60 


64 


70 


74 


80 


20 


60 
48 
38 
32 
27 
22 
17 
15 
13 
12 
11 
10 
9 
8 
7 




























21 




























22 


60 
48 
38 
32 
27 
22 
17 
15 
13 
12 
11 
10 
9 
8 


























23 


60 
48 
38 
32 
27 
22 
17 
15 
13 
12 
11 
10 
9 
8 
























24 


62 
52 
43 
35 
27 
24 
20 
17 
15 
13 
12 
10 
9 






















25 


65 
55 
46 
38 
30 
26 
22 
19 
17 
15 
13 
12 




















26 


65 
55 
46 
38 
30 
26 
22 
19 
17 
15 
13 


















27 


















28 


66 
56 
47 
37 
31 
27 
23 
20 
19 
















29 
















30 
















31 


68 
57 
48 
44 
40 
36 
32 














32 














33 














34 


80 
65 
60 
56 












35 


100 
85 
70 
65 

58 










36 










37 


85 
70 
65 


105 
90 
80 






38 




















39 




















100 
90 




40 




















120 


41 






























1 


10 



Chicago — Joseph T. Ryerson & Son — New York 



«0G 



I N STOCK FOR I M M EDI A T K S 11 1 1' M E N T 



EXPANDED METAL AND LATH 

STOCK SIZES 




ACTUAL SIZE OF MESH 
EXPANDED METAL PLASTERING LATH 
The "Perfect Key" Lath requires a minimum of plaster. 



Size of Sheet 

18X96 Inches, 

Gauge 


Weight per 
Bundle, 
Pounds 


Yards per 
Bundle 


Sheets per 
Bundle 


Weight per 
Yard. 
Pounds 


No. 27 
No. 26 
No. 25 
No. 24 


27^ 
30 
36 
40H 


12 
12 
12 
12 


9 
9 
9 
9 


2V 3 

2H 
3.0 
3.4 



Add 3 4 to one pound per square yard when galvanized, 
nished plain, painted or galvanized after expansion. 

3 IN. X 8 IN. MESH FOR REINFORCING CONCRETE 



Fur- 



NllIlllwT 


Gauge of Steel 


Weight, 
Lbs. per 
Sq. Ft. 


Width, Feet 


Length, 
Feet 


06 :; 


3M6 ga. 


.2 2,3,4,5,6,7,8 


8 and 1 2 


10-3 


3M2 ga. 


.34 


2, 4, 8 


8 and 12 


16-3 


3"-10 ga. Single Strand 


.55 


2, 3, 4, 6, 8 


8 and 12 


20-3 




.68 


3' 3" or 6' 6* 


8 and 12 


26-3 


3"-10ga.-r-50# 


.85 


2, 3, 4, 6, 8 


8 and 12 


30-3 




1.02 


r.s' 


8 and 12 


32-3 


3"- 10 ga. Double Strand 


1.07 


2, 3, 4, 6, 8 


Sand 12 


35 3 




1.185 


2',4'.7'6",8' 


8 and 12 


JO 3 


3"-7ga. 


1.36 


3'6*, 7'0" 


8 and 12 



SMALL MESHES FOR SCREENS. ETC. 



Number 


.-I .if Btad 


Weight 
Lbs. per 
Bq it 


Wult h, Fret 


Length, 
Feet 


20- H 

10 1' -. 
20 I 1 • 


HM8 g a. 
V-16ga. 
KM2g». 

i'/-n; K a. 


.68 
34 

Mi 

:;i 
.68 


3' 6', 7 
3' 6". 7 
3' 6', 7 
2,8,4,5,6 
2,3,4,6 


8 only 
8 onlv 
8 only 

8 and 12 
8 and 12 



(' ii l i too I 



K \ Y K I 



I So 



n > ■ v 



IN STOCK FOR IMMEDIATE SHIPMENT 



607 









PERFORATED STEEL SHEETS 
AND PLATES 

We furnish perforated steel sheets and 
plates of thicknesses and sizes as required 
for general and special purposes. The 
marginal illustrations represent a few of 
the many varieties of perforated plates 
we are in position to furnish. 

Because of the difference in require- 
ments, it is impractical to carry perforat- 
ed material in stock, but having the 
largest stock of flat unpunched sheets 
and plates in the greatest variety of 
sizes and facilities for having them made 
up on order, enables us to offer unequalled 
service in this line. 

When desired, plates and sheets can 
be perforated leaving margins and other 
portions blank, or they can be rolled to 
make revolving screens. 

To avoid misunderstandings, we sug- 
gest that a sketch of what is required 
accompany inquiries or orders. Refer- 
ence can be made to marginal illustrations 
as a guide to the style of perforating 
desired, but the sketch or specifications 
should show: 



Size, thickness and shape of sheet 

or plate. 
Size and shape of perforations. 
Location of perforations with 

reference to each other and to 

long way of sheet or plate. 
Distance between perforations. 
Location and size of any blank 

spaces. 

s t u 









Chicago — Joseph T. Rvsrson & Son — New York 



608 



IN ST C K F R I M M E D I A T E SHIP M E N T 



WIRE ROPE FITTINGS AND FASTENINGS 

Standard Hoisting Rope, Extra Flexible Hoisting Rope and Gal- 
vanized Iron Ship Rigging or Guy Rope is carried in stock at all 
times ready for immediate shipment. 





MALLEABLt CLIP 



EYE BOLT 



^3 




BAND LUG 



3-BOLT CLAMP 



The above, or any type of fitting desired, can be shipped promptly 
-in most cases immediately from stock. Prices quoted on request. 



TURNBUCKLES 




WITH HOOK AND EYE. TWO EYES OR TWO HOOKS 



Outside 


Length in 




Outside 


Length in 




Diameter 


the Clear 




Diameter 


the Clear 




of 


Between 






of 


Between 




Screw, 


Heads, 




Plain 


Screw. 


Heads. 


Galvan- ]. |;un 


Inches 


Inches 






Inches 


Inches 


lied 


A 


3H 


so SO 


$0.70 


H 


10 


U 25 


S3 60 


H 


4 


.86 


.75 


l 


11 


5 50 


1 75 


>\ 


t', 


90 


so 


IH 


12 


6 75 


6 50 




v I 


1.10 


.95 


i'» 


13 


8.25 


6.75 


8 


5 


1.25 


io:, 


m 


14 


9 75 


7.75 


6 


1.50 


1.30 


i'j 


L5 


12.00 




g 




1.85 


1 65 




16 


1500 


L3.00 




2.20 


i 75 


\H 


18 


20.00 


17.00 


H 


9K 


3.25 


2.60 


2 


21 


28.00 


25.00 



GASKETS 
\\ »• ciii furnish promptly. Lead and Coppev Gaskets either 
I » l •• i i 1 1 or oorrugated. Special niei to order. 

Chicago — Jo I S P n I Ryivioi 1 Son — Nit) York 



IN STOCK FOR IMMEDIATE SHIPMENT 701 
RYERSON FORGED HIGH SPEED TWIST DRILLS 






STRAIGHT SHANK. 


LONG SERIES 










LIST No 


. 20 A 




Diameter, 


Decimal 


Price, Each 


Length Over 


Length 


Standard 


Inches 


Equivalent 


AH, Inches 


Twistjnches 


Taper Shank 


1 

16 


.0625 


$0.90 


m 


1A 






A 


.0937 


.90 


±A 


m 






A 


.1250 


.90 


5A 


2A 






A 


.1562 


.90 


5A 


2V 8 






3 
T6 


.1875 


.90 


5M 


2 5 A 






7 
32 


.2187 


1.00 


6 


2A 






H 


.2500 


1.10 


VA 


3 






A 


.2812 


1.20 


6J4 


SA 




,_, 


5 

16 


.3125 


1.30 


&A 


3M 




• 6 


11 

32 


.3437 


1.40 


VA 


VA 




£ 


H 


.3750 


1.50 


6M 


SA 






H 


.4062 


1.65 


7 


m 






A 


.4375 


1.75 


m 


4 






U 


.4687 


1.90 


7A 


4A 






H 


.5000 


2.00 


7% 


±A 






tt 


.5312 


2.15 


8 


&A 






9 
T6 


.5625 


2.25 


8M 


5 






M 


.5937 


2.40 


SA 


5 


1 




K 


.6250 


2.50 


m 


$A 






S§ 


.6562 


2.75 


9 


5H 






H 


.6875 


3.00 


9M 


5A 






e 


.7187 


3.25 


m 


5A 




<N 


k 


.7500 


3.50 


m 


VA 




• d 


« 


.7812 


3.75 


m 


6M 




£ 


.8125 


4.00 


10 


WA 






H 


.8437 


4.40 


10M 


QA 






K 


.8750 


4.75 


103^ 


VA 






B 


.9062 


5.15 


mi 


7 







64th inch sizes take price of next larger 
Chicago — Joseph T. Ryerson 



Son — New York 



702 IN STOCK FOR I M M !• D I A T E SHIP M E N T 



RYERSON FORGED HIGH SPEED TWIST DRILLS 

LIST No. 20 A CONTINUED 



Diameter, 


Decimal 


Price, Each 


Length Over 


Length 


Standard 


Inches 


Equivalent 


All, Inches 


Twist, Inches 


Taper Shank 


ft 


.9375 


$ 5. .50 


105* 


m 






ft 


9687 


5.90 


10" « 








1 


1.0000 


6.25 


11 


m 






1A 


1.0311 


6.75 


UH 


7 






lA 


1.0625 


7.25 


WVx 


7Vs 




CO 


lA 


1 0937 


7.75 


ll 1 .' 


7H 




• 6 


M 


1.1250 


s.25 


ll« 


7H 




£ 


lA 


1.1562 


8.90 


iVA 


7h 






lA 


1 . 1875 


9.50 


12 


v/ % 






lA 


1.2187 


10.15 


12,4 


8 






iM 


1.2500 


10.75 


12H 


834 


• 




1A 


1.2812 


11.50 


14N 


SVs 






1A 


1.3125 


12.25 


1434 


su 






ifi 


1 . 3437 


13.00 


14 3 8 








iH 


1 . 3750 


13.75 


WM 


9 






U* 


1.4062 


14.65 


14^8 


»H 






1A 


1 . 4375 


15.50 


14 3 4 


*H 






itf 


1.4687 


16.40 


Ws 


9 3 8 






1H 


1.5000 


17.25 


15 


93^ 






1H 


1.5312 


18.15 


15H 








1A 


1.5625 


19.00 


i&H 


9 3 4 






itt 


1.5937 


20.00 


IS 3 ■ 










1.6250 


21 00 


15H 


10 




*# 


111 


1.6562 


22.00 


15X 


L0H 




' 6 


lj| 


1.6875 


23.00 


ISH 


ioh 




m 


1.7187 


24.00 


i&U 








Wa 


1.7500 


25.00 


16 


10 1 . 






m 


1.7812 


26.25 


Wi 


mi . 






IH 


1.8125 


_>: 50 




10H 






Hi 


1.8 137 


28.75 


16 3 £ 


10>.. 








1 8760 


30.00 


16'., 


ioh 






IB 


1 «>062 


31.25 


ir,i_, 








IM 


i n 


- 50 


16H 








L J i 


1 9687 


33 75 


16' ■• 










a oooo 


35 00 


I6H 


in j 








a o.uj 




lf.l.. 


W 


}I 


*A 


_■ 0826 


87 50 


17 


10 



tilth inch siz.-s t.tkt- pric- of next larger site. 

C ■ i :■ ii i . k \ i k >Niw You 



IN STOCK FOR IMMEDIATE SHIPMENT 



703 



RYERSON FORGED HIGH SPEED TWIST DRILLS 

LIST No. 20 A CONTINUED 



Diameter, 
Inches 


Decimal 
Equivalent 


Price, Each 


Length Over 
All, Inches 


Length 
Twistjnches 


Standard 
Taper Shank 


2& 

2% 
2^ 


2.0937 
2.1250 
2.1562 


$38.75 
40.00 
41.25 


17 
17 
17 


10 
10 
10 


■ 




2^ 

2& 
2% 

^32 


2.1875 
2.2187 
2.2500 
2.2812 


42.50 
43.75 
45.00 
47.50 


17 

173^ 

173^2 

17^ 


10 

ioy 2 
ioy 2 






2i^ 
2H 

2^ 

013 
^32 


2.3125 
2.3437 
2.3750 
2.4062 


50.00 
52.50 
55.00 
57.50 


17H 

18 
18 

183^2 


ioy 2 
io% 

10% 

n% 






2^ 

Oil 
■^32 


2.4375 
2.4687 
2.5000 
2.5312 


60.00 
62.50 
65.00 
67.50 


isy 2 

19 
19 

19% 


n% 

11% 

12 




»o 


2& 

2^ 

2Vs 

^32 


2.5625 
2.5937 
2.6250 
2.6562 


70.00 
72.50 
75.00 
77.50 


19% 
20 


12 

12K 
12 5 A 




' 6* 


2H 
2ff 
2% 

025 
^32 


2.6875 
2.7187 
2.7500 
2.7812 


80.00 
82.50 
85.00 
87.50 


20 

20^ 

203^2 

20^ 


13 

13 
13 






2 |f 
2j2 

2^ 
2|| 


2.8125 
2.8437 
2.8750 
2.9062 


90.00 
92.50 
95.00 
97.50 


20^ 
21 
21 
21 


13 

133^ 
13M 
13M 






2H 
2f* 
3 


2.9375 
2.9687 
3.0000 


100.00 
102.50 
105.00 


21 
22 
22 


13H 

14% 
14% 






3£ 

3% 
3& 
3^ 


3.0625 
3.1250 
3.1875 
3.2500 


112.50 
120.00 
127.50 
135.00 


22 
22 
22 
23 


12% 
12% 
12% 
13% 




so 


3A 

3^ 


3.3125 
3.3750 


142.50 
150.00 


23 
23 


13% 
13% 







64th inch sizes take price of next larger size. 
Chicago — Joseph T. Ryerson & Son — New Yor 



704 



1 N S T C K 1 R I M M E I A T E SHIP M E N T 



RYERSON FORGED HIGH SPEED TWIST DRILLS 

LIST No. 20 A CONTINUED 



Diameter, 


Decimal 


Price, Each 


Length Over 


Length 


Standard 


Inches 


Equivalent 


All, Inches 


Twist.Inches 


Taper Shank 


3rV 


3.4375 


$157.50 


23 


13^ 


1 




3^ 


3.5000 


165.00 


24 


14M 






3& 


3.5625 


172.50 


24 


Wk 






3^ 


3.6250 


180.00 


•1\ 


UK 






3H 


3.6875 


187.50 


21 


u\i 






3^ 


3.7500 


195.00 


24 


14M 




• o 


3H 


3.8125 


202.50 


24 


14}4 






m 


3.8750 


210.00 


24 


14} 4 






3H 


3.9375 


217.50 


24 


14M 






4 


4.0000 


225.00 


25 


15 







(14th inch sizes take price of next larger size. 

RYERSON TAPER SHANK TWIST DRILLS 

WITH ENLARGED TAPER SHANK 




LIST NO. 22 B 






HIGH SPEED 


STEEL 


Diameter, 
Inches 


Decimal 
Equivalent 


Price, 
Each 


Whole 
Length, 
Inches 


Flute 
Length, 
Inches 


Taper 
Shank 


H 


.5 


Si. 30 


9A 


4tt 


1 


<M 


if 


.5312 


1. 10 


9— 
9ft 


4ft 






A 


.5625 


1.60 


S 


i 


fc 


H 


.5937 


1.60 


mi 


4ft 




H 


.625 


r.75 


105 8 


6A 






ft 


.6562 


1.90 


ioh 


5ft 






H 


.6875 


2.05 


103^ 


5A 




.7187 


2 . 25 


IIH 


5ft 




CO 


H 


.75 


2.40 


ny 2 


6rV 




r © 


H 


.7812 


2.60 


iiH 


5ft 




fe 


ti 


.8125 


2.80 


H 3 4 


6ft 






1 


8437 


3.00 


12k 


6^ 






.875 


3.20 


L2Vj 


6ft 






H 


.9062 


3.45 




6ft 


J 





Special lengths and diameters made to order. 
64th inch sizes take price of next larger size. 



ClIIiAGO — Josfpii T. Ryerson & 



VnB K 



IN STOCK FOR IMMEDIATE SHIPMENT 



705 



RYERSON TAPER SHANK TWIST DRILLS 

LIST NO. 22 B CONTINUED 



Diameter, 
Inches 


Decimal 
Equivalent 


Price, 
Each 


Whole 
Length, 
Inches 


Flute 
Length, 
Inches 


Taper 
Shank 


ft 


.9375 


$ 3.75 


13A 


6% 


i 




M 


.9687 


4.05 


ISA 


QVs 






l 


1. 


4.35 


13A 


m 






l& 


1.0312 


4.75 


13& 


&A 






1A 


1.0625 


5.10 


13A 


&A 




^ 


i* 


1.0927 


5.45 


13H 


7 




i 


IH 


1.125 


5.80 


1*A 


7H 




1A 


1.5162 


6.20 


14A 


7% 






1A 


1.1875 


6.55 


UA 


W2 






1A 


1.2187 


6.90 


I4A 


7 5 A 






1M 


1.25 


7.20 


14H 


8 






1A 


1.2812 


7.60 


16% 


m 






1A 


1.3125 


8.00 


163^ 


m 






ltt 


1.3437 


8.40 


17 


m 






IH 


1.375 


8.80 


17H 


9 






Iff 


1.4062 


9.20 


17M 


m 






1A 


1.4375 


9.60 


17^ 


9M 






iff 


1.4687 


10.00 


17M 


m 






1M 


1.5 


10.40 


17« 


WA 






ltf 


1.5312 


10.80 


ISA 


m 






1A 


1.5625 


11.20 


ISA 


m 






lit 


1.5937 


11.65 


ISA 


m 






m 


1.625 


12.10 


ISA 


10 




»o 


m 


1.6562 


12.60 


18H 


10H 




• 6 


m 


1.6875 


13.05 


18H 


iom 






m 


1.7187 


13.60 


WH 


JW 






1M 


1.75 


14.10 


19A 


10^ 






iff 


1.7812 


14.55 


19A 


10** 






m 


1.8125 


15.00 


19A 


WA 






m 


1.8437 


15.50 


19A 


wy 8 






VA 


1.875 


16.00 


19H 


n 






iff 


1.9062 


16.55 


19H 


n 






lif 


1.9275 


17.10 


19H 


n 






if* 


1.9687 


17.65 


19M 


n 






2 


2. 


18.20 


19H 


n 







Special lengths and diameters made to order. 
64th inch sizes take price of next larger size. 



Chicago — Joseph T. Ryerson & Son — New York 



706 IN STOCK FOR I M If E D 1 A T E SHIP M E N T 

RYERSON FORGED HIGH SPEED 
STRAIGHT SHANK TWIST DRILLS 

JOBBERS' OR SHORT LENGTHS 



LIST NO. 23 



Diameter, 


Decimal 


Price, 


Length Over All. 


Length Twiat, 


Inches 


Equivalent 


Per Dozen 


Inches 


Inches 


rV 


.0625 


$12.00 


2V 2 


IX 


A 


.0781 


10.00 


2% 


m 


A 


.0937 


9.00 


2H 


IX 


A 


.1094 


9.00 


2% 


IX 


x 


.1250 


8.50 


3 


IK 


a 


.1406 


8.50 


3H 


IX 


h 


.1562 


7.50 


3^ 


2 


H 


.1719 


7.50 


w% 


2H 


§ 


.1875 


6.50 


sy 2 


2X 


.2031 


7.35 


m 


m 


A 


.2187 


7.35 


3*/4 


-"■i 


H 


.2344 


7.35 


3K 


- >5 s 


I 


.2500 


7.35 


4 


2 s /i 


.2656 


9.10 


4H 


m 


h 


.2812 


9.10 


4>4 


2H 


H 


.2969 


10.50 


*Vs 


3& 


& 


.3125 


10.50 


4H 


3rV 


.3281 


12.00 


m 


3A 


8 


.3437 


12.00 


Wx 


1 


.3594 


13.50 


4 7 A 


X 


.3750 


13.50 


5 


VA 


« 


;»06 


15.00 


m 


3fc 


fi 


.4062 


15.00 


?> l 4 


3H 


.4219 


17.00 


5Vs 


3H 


x 


.437', 


17.00 


5H 


4A 


H 


.4531 


18.75 


5 5 8 


4A 


II 


.4687 


18.75 




4A 


li 


4844 


20.00 


5jJ 


4*] 


H 


.5000 


20 00 


6 


4' 2 



Chi. f O f * »• 1 1 T . RtBII $01 - N I w Ynu 



IN STOCK FOR IMMEDIATE SHIPMENT 



707 



TAPER SHANK BRIDGE REAMERS 

FOR BOILERMAKERS. BRIDGE. SHIP AND CAR BUILDERS 




TAPER SHANK BRIDGE REAMERS 

WITH CARBON TAPER SHANK— ADJUSTABLE 




32nd sizes take priee of next larger size. 
Chicago — Joseph T. Ryerron 



LIST NO. 60 








HIGH SPEED 


STEEL 


Diameter 


Diameter 


Decimal 


Price, 
Each 


Whole 


Flute 


Length 


Taper 
Shank 


Inches, 


Inches, 


Equiva- 


Length, 


Length, 


B to C, 


AandB 


C 


lent 


Inches 


Inches 


Inches 


M 


■h, 


.25 


$ 3.00 


°16 


2% 


1 




r-i 


5 

' 16 


3 
16 


.3125 


3.25 


6^ 


3M 


m 




>■ 6 


Vs 


aV 


.375 


3.50 


6& 


3M 


m 




'A 


tV 


K 


.4375 


3.75 


m 


m 


VA 


h 


V?, 


fk 


.5 


4.00 


9 


&A 


VA 


% 


% 


.5625 


4.25 


9 


5 5 A 


VA 


1* 


Vs 


.625 


4.50 


10 


&A 


VA 


H 


Vh 


.6875 


4.75 


n% 


7H 


VA 


\ 




% 


tV 


.75 


5.00 


12 


7H 


VA 






ft 


** 


.8125 


5.30 


12 


7if 


VA 






V* 


9 
T6 


.875 


5.70 


12 


7M 


VA 






if 


** 


.9375 


6.00 


12 


715 

' 16 


m 




CO 


1 


11 
T6 


1. 


6.50 


12 


715 
'16 


VA 




X 


itV 


% 


1.0625 


7.00 


12 


7H 


V/ % 






IVh 


H 


1.125 


7.50 


12 


7M 


VA 






it\ 


Vh 


1.1875 


8.00 


12 


7H 


VA 






1M 


A 


1.25 


8.75 


12 


7H 


VA 


J 




Nfe 


1 


1.3125 


9.50 


13 


VA 


VA 


) d. 


l 3 /* 


ItV 


1.375 


10.50 


13 


VA 


VA 




ItV 


m 


1.4375 


12.00 


13 


VA 


VA, 


t* 


m 


m 


1.5 


14.00 


13 


7 5 A 


VA 



Son — New York 



708 



IN STOCK F R I M M E D I A T E S II 1 1' M 1. N T 



CARBON STEEL TAPER SHANK BRIDGE REAMERS 

FOR BOILERMAKERS. BRIDGE. SHIP AND CAR BUILDERS 




LIST NO. 150 A 



CARBON STEEL 



Diameter 


Diameter 


n • i 
Decimal 


Price, 
Each 


Whole 


Flute 


Length 


Inches, 


Inches, 


Equiva- 


Length, 


Length, 


B to C, 


A and B 


c 


lent 


Inches 


Inches 


Inches 


rV 


] 4 


. 4375 


$2.75 


m 


43 8 


-2\ 


V* 


A 


.5 


2.75 


9 


5A 


2H 


A 




. 5625 


2.80 


9 


5A 


2H 


Ji 




(i2.-) 


2.90 


10 


6 


2H 


H 




.6875 


3.00 


H*4 


6tV 


2H 


K 


A 


.75 


3.10 


12 


:-u 


2' 4 


H 


4 


8125 


3.30 


12 


Mo 


2' ,> 


7 /6 


n 


.875 


3.50 


12 


7A 


m 


rl 




9375 


3.70 


12 


7& 




l 


H 


1. 


3.90 


12 


7tV 




1A 


ij 


1 0625 


4.00 


12 


7A 


2H 


IH 


H 


1 125 


4.30 


12 


7A 




1A 


■I 
I.- 


1 1875 


4.60 


12 


7A 




1M 


H 


1.25 


4 . 90 


13 


7A 




JA 


i 


1 3125 


5.20 


13 


7rV 




l 8 /8 


1A 


1 375 


5.60 


13 


7A 




IA 


1H 


1 . 437f) 


6.00 


13 


7A 


2M 



Taper 
Shank 



32nd sizes take price of next larger size. 



USE EM UP" DRILL SOCKETS 




SOCKET TYPE 



Take List No. 3 on page 700. Also furnished in sleeve type 
taking List Xo. i 00 page 7' 



(' ■ ic AOO — J o s i f ll 



KtbII M I SOW N I w York 



IN STOCK FOR IMMEDIATE SHIPMENT 709 

STEEL SOCKETS 




CARBON STEEL 



LIST No. 4 



No. 1. With Shank fitted to No. 2 Socket $ 2.00 

No. 1. With Shank fitted to No. 3 Socket 2.50 

No. 1. With Shank fitted to No. 4 Socket 3.20 

No. 1. With Shank fitted to No. 5 Socket 4.80 

No. 2. With Shank fitted to No. 3 Socket 2.50 

No. 2. With Shank fitted to No. 4 Socket 3.20 

No. 2. With Shank fitted to No. 5 Socket 4.80 

No. 3. With Shank fitted to No. 2 Socket 3.20 

No. 3. With Shank fitted to No. 3 Socket 3.20 

No. 3. With Shank fitted to No. 4 Socket 3.20 

No. 3. With Shank fitted to No. 5 Socket 4.80 

No. 4. With Shank fitted to No. 3 Socket 4.80 

No. 4. With Shank fitted to No. 4 Socket 4.80' 

No. 4. With Shank fitted to No. 5 Socket 4.80 

No. 4. With Shank fitted to No. 6 Socket 12.00 

No. 5. With Shank fitted to No. 4 Socket 12.00 

No. 5. With Shank fitted to No. 5 Socket 12.00 

No. 5. With Shank fitted to No. 6 Socket 12.00 



STEEL SLEEVES 




CARBON STEEL 



LIST No. 3 



No. 1. Fitted to No. 2 Socket $1.80 

No. 1. Fitted to No. 3 Socket 2.40 

No. 1. Fitted to No. 4 Socket 3.00 

No. 1. Fitted to No. 5 Socket 4.40 

No. 2. Fitted to No. 3 Socket 2.40 

No. 2. Fitted to No. 4 Socket 3.00 

No. 2. Fitted to No. 5 Socket 4.40 

No. 3. Fitted to No. 4 Socket 3.00 

No. 3. Fitted to No. 5 Socket 4.40 

No. 4. Fitted to No. 5 Socket 4.40 

No. 4. Fitted to No. 6 Socket 10.00 

No. 5. Fitted to No. 6 Socket 10.00 

Chicago — Joseph T. Ryerson & Son — New York 



710 



I N S T iit'K F O K I M M EDI A T E SHI I' M E N T 



HIGH SPEED FLAT BEADED TRACK BITS 



% 



$ 



LIST No. 32 



Siie. 


Length, 


Price, 


Size, 


Length, 


Price. 


Inches 


Inches 


Each 


Inches 


Inches 


Each 


H 


6 


$0.9:> 


16 


6 


$1.50 


A 


G 


1.00 


1 


6 


1.55 


H 


6 


1.05 


1A 


6 


1.416 


H 


6 


1.10 


Vs 


6 


1.75 


a 


G 


1.20 


i,\ 


G 


1.85 


H 


6 


1.30 


IX 


6 


1.95 


. Vs 


6 


1.40 


iX 


6 


2 10 

4 



HIGH SPEED FLAT TRACK BITS 

FLATTED ROUND SHANKS. 2>2 INCHES LONG. H INCHES DIAMETER 



c 



3 



LIST No. 30 



Sue, 


I.encth, 


Price, 


Size. 


Length. 


Prire. 


Inches 


Inches 


Each 


Inches 


Inches 


Each 




6 


90.96 


H 


6 


91.50 




6 


1. 00 


l 


6 


1.55 


6 


l 05 


iA 


6 


1.65 


H 


8 


1 10 


1»8 


6 


l 76 


H 





1.20 


LA 


6 


1.85 


H 


8 


1.30 


m 


8 


1 95 


H 


fi 


l u 


1A 


6 


2.10 



Cn pi T. Rtii So n — N n V <> r k 



IN STOCK FOR IMMEDIATE SHIPMENT 711 
RYERSON RIVET SETS 




The Ryerson Rivet Seta are hammered from solid round-bar stock. 
This refines the steel to such an extent that the crystallization which 
usually takes place in the neck or fillet of the set, causing undue 
breakage, is largely eliminated. Another important advantage of 
these sets over the turned sets is that the hammering process pro- 
duces a denser grain in the metal and as a result a full blow of the 
hammer is transmitted to the rivet. This means that the rivets 
can be driven more rapidly, an advantage which is readily verified 
by the operator testing the turned set and then our hammered set. 
These sets are furnished with standard button and cone cupping, as 
per dimensions shown in the diagrams. Special cupping can be 
furnished when desired, in which case the exact dimensions of tem- 
plate must be furnished. 

DIMENSIONS OF STANDARD CUPS 






P"1 


A 


i i 


i ei J 




9 



CONE HEAD SETS 



Diameter of Rivets, 
Inches . . .' 

A 

B 



% 



i H 7 A H i ix m 



1_3_ 1_5_ 

33 9 
64 I 16 






m 



1 2_- 

x 3; 



m 



*32 
59 
64 



BUTTON HEAD SETS 


Diameter of Rivets, 
Inches 


H 


7 
16 


H 


A 


H 


tt 


3* 


13 
16 


% 


15 
T6 


1 


m 


m 


m 






A.. 


19 

32 

A 

_5_ 
16 


11 
T6 
_§_ 
32 
23 
64 


H 

5 
T6 


Vs 
ii 

32 
29 
64 


1 

13 
32 
29 
64 


1^ 

9 
T6 


1A 
3i 
64 
39 
64 


1^ 
3_3 
64 

H 


45 
64 


1 15 
J-32 
19 
T2 


1 19 

1-32 
41 

tl 
16 




2 

51 
64 

Ii 
x 32 


2^8 

61 
64 

1 — 


B 


C 







Chicago — Joseph T. Ryerson & Son — New York 



712 IN STOCK 1" O K I M M EDI A T E SHIPMENT 



SCREW PUNCHES 





Our screw punches have large screws fitted with a coupling nut at 
end, which can be removed, thus permitting the use of different sizes 
of punches. Can be furnished with either square head for ratchet 
or bar head. Ratchet wrench can be furnished at $10.00 net extra. 
One punch and die furnished with each tool; all others extra. In 
ordering state size of rivet hole to be punched. 

FORGED STEEL SCREW PUNCHES 





Will Pinch 


Depth of 
Throat, 
Inches 


Weight. 
Pounds 




Size 


Diameter, 
Inches 


Thickness, 
Inches 


Maximum 
Hole, 
Inches 


List 
Price 


No. 1 
No. 2 
No. 3 
No. 4 


3 8 

H 
H 


Vs 
% 

% 


H 


4 


22 
48 

70 
100 


$30.00 
40.00 
60. (X) 
80.00 





CAST STEEL 


SCREW PUNCHES 








\\ ii. i. I'i s< i 


















Depth of 
Throat, 


Wei K ht. 












List 




Dauneter, 


Thickness, 


Boh 




Pounds 


Prin 




Inches 


Inches 


Inches 








No. 00 


ft 


\i 


Vk 


v> 


15 


$20.00 


No. 


ft 


'4 


IX 


17 


24 (Hi 


No. 1 


'_• 


I 


i',. 


27 


30 00 


No. 'J 




H 


2M 


40 


40 00 


No 


% 


H 


l 


3 


00 


60 00 


No. 4 


H 


H 


l 


4 


110 


M) 00 



Write for discounts 



Chii \ •. ■■ Joiifh I 



K 1 I K 



N ! \V Y <> K h 



IN STOCK FOR IMMEDIATE SHIPMENT 



713 



PUNCHES, DIES AND COUPLINGS 

All standards and sizes of punches and dies are carried in stock for 
immediate shipment. 

As nearly all our tools are made up on automatic machines, thus 
allowing us to turn out several hundred per day, we have been able 
to reduce our prices to such an extent that if you will carefully com- 
pare them with those of other concerns, or your cost of making 
punches yourself, you will find you will save considerably by buying 
from us. 

We agree to replace, free of any cost to you whatever, any punch 
or die which we have furnished that proves defective through poor 
workmanship or material. 




STANDARD COUPLING 





_ e — . 









! 

u 

1 






\y 



STRAIGHT SHANK 
TYPE 



jlez: 



3 



STANDARD 
MACHINE PUNCH 



r 



CAST STEEL 
SCREW PUNCH 







i C — ■ 


2 






•! 


i 


-i- 


1 








V 



FORGED STEEL 
SCREW PUNCH 



t F- -1 



STANDARD DIE 



The above diagram shows the several standards now in general use. 
In ordering state style of punch or die desired and give dimensions to 
correspond to lettering. 

Special punches and dies such as are used for punching hand and 
tube holes and square punches can be furnished promptly. In order- 
ing special punches or dies send sketch. 



Cs ica go — Josep h T. Ryerson & Son-New York 



1 N S T O C K 1-" o K I M M i: 1) 1 A T E Sill !• M E N T 



RYERSON HIGH SPEED CHAIN HOIST 

This hoist has greater speed than any other hoist on the market. 
On account of the arrangement of the parts the loss in friction. is so 
slight that we have been able to gear it to this high speed without 
increasing the hand wheel pull above that of slower hoists. 

An automatic brake permits the spinning of the hand wheel in 
either direction when the hoist is not loaded, while at the same time 
it locks the load with perfect safety fcnd permits its free lowering 
by a slight reversed pull on the chain. 






SIZES AND LIST 


PRICE 












Weight 


Shortest 


Capac- 


Price 


Height 


Extra 


Complete 


Distance 


ity. 


Com- 


of Lift. 


Chain 


with 


Between 


Tons 


plete 


Feet 


per Foot 


Chains, 


Hooks. 








of Lift 


Pounds 


Inches 


X 


$35.00 


8 


$0.90 


62 


15 


1 


45.00 


8 


.95 


85 


18 


iM 


60.00 


8 


1.00 


107 


24 


2 


70.00 


9 


1.05 


133 


26 


3 


90.00 


10 


1.50 


195 


32 


4 


110.00 


10 


1.60 


250 


34 


5 


140.00 


12 


2.10 


386 


38 


6 


165.00 


12 


2.10 


402 


41 


8 


200.00 


12 


2.70 


464 


43 


10 


240.00 


12 


3.25 


610 


47 


12 


300.00 


12 


3.30 


647 


50 


16 


360.00 


12 


3.80 


872 


44 


20 


425.00 


12 


6.50 


1360 


50 


30 


525.00 


12 


9.00 


1780 


63 


40 


650.00 


12 


11.50 


2030 


82 



DIFFERENTIAL BLOCKS 

This is a simple, cheap and safe chain block 
for use on plantations, farms and for all ordinary 
hoisting purposes where the higher power and 
durability of the duplex and triplex blocks are 
not required. It handles heavy loads readily 
and safely. 

SIZES AND LIST PRICE 



Capacity, 
Tons 


Price 


Regular 


Extra Hoist, 


Minimum 
Distance 


Net Weight, 


Complete 


H"iM, 

F.Tt 


Price per 
Foot 


Between Hooks, 

Inches 


Pounds 




$18.00 


5 


$2. SO 


16 


11 


H 


is 00 


6 


2.80 


17 


20 


H 


21.00 


7 


2.80 


21 


31 


i 


28.00 


8 


3.00 


26 


53 


VA 


| IN) 




3.20 


u 


90 


2 


16.00 


9 


3 to 


39 


128 


3 


60.00 


91- 2 


1 m 


44 


167 



( II I C A GO — J O S E r II T. Rtlll^l v* Y 



O R K 



IN STOCK FOR IMMEDIATE SHIPMENT 



715 



DUPLEX HOIST 

Where the High Speed Hoist is not required, the Duplex Block 
is the one we recommend. It is especially adapted for portable 
use, being light, powerful, durable and requiring the least head room. 





Price 


Regular 


Extra Hoist, 


Minimum 


Reach in 


Net 


Tons 




Hoist, 


Price 




Feet and 


Weight in 






Feet 


per Foot 


Hooks, Inches 


Inches 


Pounds 


H 


$ 25.00 


8 


$1.20 


13 


9' 1" 


43 


1 


30.00 


8 


1.50 


16 


9' 4" 


57 


1H 


40.00 


8 


1.75 


19 


9' 7" 


76 


2 


50.00 


9 


2.00 


21 


10' 9" 


104 


3 


75.00 


10 


2.20 


25 


12' 1* 


180 


4 


95.00 


10 


2.40 


29 


12' 5" 


215 


5 


140.00 


12 


3.00 


31 


14' 7' 


330 


6 


180.00 


12 


3.75 


33 


14' 9" 


340 


8 


210.00 


12 


4.00 


36 


15' 0" 


380 


10 


275.00 


12 


4.25 


45 


15' 9" 


560 



RYERSON TROLLEYS 

These Trolleys are readily 
adjusted to the different sizes 
I beams specified in the price 
list. They have flangeless track 
wheels with vertical guide roll- 
ers. The track wheels have 
hardened steel roller bearings 
(hardened steel bushings 
pressed into the wheels, hard- 
ened steel axles and hardened 
steel rollers enclosed in brass 
cages). On the Geared Trolley, 
the gears are cut. They work 
very freely and have a large 
safety factor. The Hoist is to 
be hung on the central bolt. The top of the hoist hook reaches to 
within one inch of the I beam, making a very close connection. 

PRICE LIST 




Capacity, 


Tread 
Diameter 


Adjustable 
for 




Plain 


Weight 


Weight 
Plain, 


Tons 


of Wheel, 
Inches 


Sizes I Beams, 
Inches 






Pounds 


Pounds 


H 


4 


5, 6, 7 




$16.00 




35 


1 


5 


6, 7, 8 


$35.00 


20.00 


60 


47 


iy* 


5 


6, 7, 8 


38.00 


26.00 


70 


56 


2 


6 


7, 8, 9 


40.00 


28.00 


90 


74 


3 


6H 


8, 9, 10 


47.00 


33.00 


118 


102 


4 


7 


9, 10, 12 


52.00 


37.00 


177 


. 155 


5 


8 


10, 12, 15 


65.00 


43.00 


218 


194 


6 


8 


10, 12, 15 


80.00 


55.00 


265 


240 


8 


9 


12, 15, 18 


95.00 


70.00 


421 


378 


10 


10 


15, 18,20,24 


115.00 


85.00 


480 


434 



In ordering state size and weight of I beam. 

Our machinery department offers you cranes of any span and 
capacity, arranged for hand power or motor drive and equipped 
with electric trolleys and hoists. 

Chicago — Joseph T. Ryerson & Son — New York 



716 IN STOCK FOB 1 M M K 1 1 I A T E SHIP II E N T 

TUBE EXPANDERS 




SECTIONAL EXPANDER— TYPE "A" 




SECTIONAL EXPANDER — TYPE B' 




ROLLER EXPANDER — DUDGEON PATTERN 




ALL STEEL ROLLER EXPANDER 




LUCAS STANDARD EXPANDER 

Chicago — Joseph T. Kylrson & Son — New York 



IN STOCK FOR IMMEDIATE SHIPMENT 717 
TUBE EXPANDERS 

CONTINUED 

We carry in stock a complete line of standard sizes of expanders 
illustrated on preceding page. The Ideal and Ryerson All Steel 
Roller Expanders can be furnished either self -feeding for power use 
or with rolls set straight for hand use. Sectional expanders can be 
made up to special contour when desired. 

In ordering sectional expanders always give thickness of tube 
sheet. 

LIST PRICES FOR COMPLETE TOOLS 



• Diameter, 
Inches 


Sectional 

Expanders 

Types 

"A"and"B" 


All Steel 

Roller 

Expander 


Ideal Self- 
Feed Roller 
Expander 


Roller 
Expander 
Dudgeon 
Pattern 


1 


$11.00 
11.00 

11.00 
11.00 
12.00 

12.00 
13.00 
13.00 




$16.00 
16.00 

16.00 
16.00 
16.00 

16.00 
18.00 
18.00 
19.50 

19.50 
22.00 
22.00 
22.00 

24.50 
24.50 
27.00 
27.00 

37.00 
39.50 


$10.00 


IK 

VA 
2 

2Vs 

2V 2 

2% 

2M 
3 




10.00 
10 00 


$11.00 
12.50 

13.00 
15.00 
15.50 


10.00 
10.00 

10.00 
12.00 
12.00 


15.00 


17.00 


14.00 


18.00 
22.00 

26.00 
30.00 
33 00 


19.00 
20.00 


16.00 
18.00 

20 00 


VA 


24.00 


23.00 
25.00 


4 

4M 




33.00 

[35.00 
37.00 
42.00 
52.00 
60.00 


28.00 


30.00 
35 00 


VA 




40 00 


5 




50.00 


&A 






55.00 


6 






60.00 















Chicago — Joseph T. Ryerson & Son — New York 



718 



IX ST O C K F R I M M 1 . 1 ) I A T E SHIP M E N T 




RYERSON 
RIVET 

Our 



PORTABLE 
FORGE 

Portable Rivet Forges 



have Ball Bearings throughout, 
and produce a strong continuous 
blast. It will produce blasts to 
weld 3 1 2 to 4 inch iron. The 
crunk turns either way to pro- 
duce the blast. 

The gearing is all enclosed in 
an airtight casing and runs 
practically noiselessly. All parts 
can be detached in a few min- 
utes and packed in the fire pan 
for transportation. 







IN 


STOCK 








Diameter, 
Hearth 


Diameter, 
Fan 


Height 


Weight, 
Pounds 


I.i-! 


401 

401 ^ 
401 % 


18 
22 
24 


9 

9 

10 


30 

30 
30 


115 
120 
135 


$35.00 
40.00 
45.00 



GUNNEL PNEUMATIC 
FORGE 

Two hundred rivets per hour can be 
easily heated, making it possible to keep 
the riveting machine at full capacity. It 
effeotfl a saving of rivets, and furnishes a 
smooth hot rivet not burned or melted at 
the end. Th<- finl magazine is a cylin- 
drical chamber positioned above the forge 
fire, which is filled with fuel and feeds 
doi I in the Mtme manner as | self-feeding 
stove. The upper part of the forge is 
pivoted, enabling the operator to reach 
any rivet by simply revolving tin- lire 
h«d« Weight ."() pounds. 




Chicago | b r ■ l . Rv i r ■ o ■ A S o ■ — N i w York 



PRICES AND CLASSIFICATIONS 801 

WAREHOUSE BASE PRICES 

APRIL 1, 1913 



BE SURE TO KEEP THIS PAoE UP-TO-DATE 



Below are given our current base prices for stock shipment : 
On account of changing conditions we reserve the right to change 
these prices without notice and invoice at prevailing warehouse 
market prices. Confirmation of prices, full details or net prices will 
be furnished on request. 

Base per 100 Pounds 

Structural Shapes $2 . 05 Chicago 

Plates 2.05 

Steel Bars 1.95 

Structural Rivets 2.70 

Blue Annealed No. 10 Gauge 2 . 25 " 

Black Sheets No. 28 Gauge 2 . 90 

25 bundles or over 2.80 

Galvanized Sheets No. 28 Gauge 4. 15 

25 bundles or over 4 . 05 

Machine Bolts % x 4 and smaller 70-7}% " 

Machine Bolts larger or longer than 5^x4 65-5% " 
Cold Drawn Shafting 51% " 

BOILER TUBES 

Lapweld Charcoal Seamless 
Steel Iron Steel 

2 inches 51 .40 .41 

23^ inches 56 .42^ -41 

3 inches to 3M inches 61 .47 .50 

V/ 2 inches to 4J^ inches 63 .50 .50 

All the above for immediate shipment. Mill shipment prices on 
request and receipt of specification. 

Chicago — Joseph T. Ryerson & Son — New York 



S02 



r R I C I. S A X I) CL A S S I I" I C A T I O N S 



WAREHOUSE CUTTING EXTRAS 

For the convenience of customers we print below our card extras 
for cutting, which will be added to current prices on material where 
special cutting is required. 

Cutting charging from stock : 



Reams ;iii«l Channels, •'{ inches and over 



Tees, 3 inches and over 

Angles, 2x2xA and over 

Plates, rectangular: 

For length 

Splitting plates, 10 cents extra. 

Sketch 

Checkered 

Sheets, Xo. 10 gauge 

Sheets, Xo. 12 gauge 

Sheets, Xo. 14 gauge 

Sheets, Xo. 1<> gauge 

Splitting Stock Sheets, Xo. 10 to Xo. 

16, 10 cents extra. 
Flats, 1 pound i>er foot and over to 

1 inch thick, inclusive 

Rounds, 1 pound per foot and over to 

2 inches thick, inclusive 

Squares, 1 pound per foot and over to 

2 inches thick, inclusive 

Angles, 1 pound per foot and over to 

2 x 2 x y a inches, inclusive 

Flats, under 1 pound, per foot 

Rounds, under 1 pound, per foot 

Squares, under 1 pound, per foot 

Angles, under 1 pound, per foot 

Flats, over 1 inch in thickness 

Rounds, over 2 inches diameter 

Squares, over 2 inches 

Tees, under .'i inches 

( 'hannels, under 3 inches 

Rails 

Billets 

Hands 

Reinforcing Ban 



and 



SO 









t 


4 


•> 


■1 


2 Feet 


1 Foot 


Inches 


Inches 


I Debet 


d 


to 


to 


to 1 


toC 


to 4 


cr 


3 Feet 


2 Feet 


Foot 


Inches 


Iricln>s 


IK) 


$0.15 ISO. 30 


$0 . 85 


$1.40 


32.30 


00 


.15 


.30 


.88 


1.40 


2.30 


00 


.15 


.80 


.88 


1.40 


2.80 


00 


.05 


.10 


.20 


. 36 


..-.it 


(Ml 


.05 


.10 


.20 


. 36 


.60 


10 


.10 
.30 
.25 
.30 
. 35 
.40 


.10 
.30 
.25 
.30 
. 38 
10 


.10 
.50 
.45 
.50 

.60 






an 






".-. 






:',u 






35 






Ml 






20 


.211 


.30 


.80 


. 88 


.80 


20 


.20 


.30 


.60 


. 88 


3D 


80 


.211 


.30 


.80 


.81 


Ml 


jn 


.20 


.30 


.80 


. 88 


XO 


•j:. 


. 25 


. to 


35 


1.40 


2.30 


_':. 


. 25 


.40 


.88 


1.40 


2.30 


25 




.40 


. 86 


1.40 


2.30 


25 




.40 


B8 


1 40 


2.30 


2.'. 


. 25 


.40 


.86 


1.40 


2 30 


J.". 


. 28 


. to 




1.40 


2 .30 


2.". 


25 


.40 


.86 


1 .40 




2.'. 




.40 


.86 


1.40 




2.". 


. 26 


.40 


38 


1 40 


2.30 


2.". 


. 25 


ill 


.85 


1.40 





Prices on Request 



WAREHOUSE SIZE EXTRAS ON SHAPES. PLATES AND BLUE 
ANNEALED SHEETS 

' 4 inch ami heavier Tank Plates, 72 inches and under Bast 

Same, ov<t 72 inches, extra SO. 10 

Flange Bted 

Circles, 21 inches to ion inches 

Same, under 2 J indies to 18 inches 

,'. inch, under 72 inches wide 10 

A inch, 72 inches wide ;{.-, 

No. 8 1.-. 

No, i<» Blue Annealed, 64 inch, • and 80 inches wide 88 

Same, 72 inohci wide 

Xo. 12 Blue Annealed. 5i inches and 60 inches pride 

N't.. I 1 Blue Annealed. 51 inches wide. 

', Bios Annealed, 64 baches wide 

All other sizes, except gal\am/.e,l .-lie. | d.ird mill extra-. 

Cm ic aoo Jo sit ii 1 • Rtiiioi I So a N i ■ Y ob 8 



PRICES AND CLASSIFICATIONS 



80S 



CHICAGO LESS CARLOAD FREIGHT RATES 
TO VARIOUS POINTS 

These rates on finished steel are for convenience only and are not 
guaranteed, it being understood that persons using them assume all 
liability in the event that any railroad is unable to apply them. 
Carload rates and current changes will be furnished promptly on 
application. 

ILLINOIS 



Cents 

Abingdon 17 

Algonquin 12 

Alton 1734 

Amboy 12 

Anna 2334 

Areola 1734 

Arlington 

Heights.... 12 

Arthur 17 

Assumption. . . 1734 

Atkinson 17 

Auburn 1734 

Aurora 7 

Barclay 17 

Barrington 12 

Bartlett 10 

Batavia 7 

Beardstown. . . 17 

Belleville 1934 

Belvidere 12 

Bensenville ... 10 

Berwyn 6.8 

Big Rock 12 

Bloomington.. 16.8 
Blue Island... 8 

Bradford 17 

Bradley 10 

Brainerd 7 

Bridgeport.... 20.8 

Bristol 12 

Browns 21.4 

Buda 17 

Bushnell 17 

Byron 12 

Cairo 23.9 

Camp Grove.. 17 

Campus 12 

Canton 17 

Cantrall 17 

Carbondale. . . 23 
CarlinvUle.... 1734 

Carmi 1734 

Carpentersville 12 

Cary 1034 

Casey 1734 

Centralia 1734 

Champaign... 16.8 

Charlotte 14.7 

Chemung 12 

Chenoa 11.7 

Cherry..,,... 12 
Chicago 

Heights 8 

Chrisman 17 

Cissna Park. . . 15 



Cents 

Clayton 17 

Clinton 17 

Clyde 7 

Coal City 12 

Cobden 2334 

Coffeen 1734 

Colchester.... 17 

Collinsville... 1734 

Cordova 17 

Cornell 12 

Cre3ton 12 

Crete 9.6 

Cullom 14.3 

Dallas City... 1734 

Danville 1334 

Dawson 17 

Decatur 17 

DeKalb 7 

Delavan 17 

DesPlaines... 8.3 

Dixon 12 

Downers Grove 7 

Dundee 12 

Du Quoin 22.3 

Dwight 12 

Earlville 12 

East Alton.... 1734 

East Lynn 15.3 

East Moline. . 17 

East Peoria... 17 

East St. Louis. 17J4 

Edwardsville. . 1734 

Effingham.... 1734 

Elburn 12 

Eldorado 23 

Elgin 7V 2 

Elmhurst 7 

El Paso 17 

Eola 7 

Essex 12 

Eureka 17 

Evanston 8 

Fairbury 12 

Farina 1734 

Farmington. . . 17 

Forreston 12 

Forest Park... 6.8 

Fox Lake 11.3 

Frankfort 7 

Franklin Park. 734 

Freeport 12 

Fulton 17 

Galena 17 

Galesbury 17 

Galva 17 



Cents 

Gardner 12 

Gays 1734 

Geneva 7 

Genoa 12 

Gibson City... 15.6 

Girard 1734 

Glen view 8 

Glenwood 8 

Goodfield 17 

Grafton 1734 

Granite City.. 1734 

Granville 12 

Grays Lake... 12 

Greenup 1734 

Greenview 17 

Greenville 1734 

Gridley 17 

Gurnee 1034 

Hamilton 17 

Harrisburg — 25 

Harvard 12 

Harvey 8 

Havana 17 

Hebron 12 

Herrick 1734 

Herrin 23 

Highland 17J4 

Highland Park 8 

Hillsboro 17 J4 

Hinckley 12 

Hinsdale 7 

Homer 17 

Homewood ... 10 

Hoopeston 15 

Hubbard 

Woods 8 

Indianola 17 

Irving 1734 

Jacksonville... 17 

Jerseyville 1734 

Johnston City. 23 

Joliet 7 

Joy 17 

Kankakee.... 10 

Kell 1734 

Kempton 12 

Kenilworth... 8 

Kewanee 17 

LaFayette.... 17 

LaGrange 7 

LaHarpe 17 

Lake Forest. . . 8 

LaMoille 12 

Lane 17 

La Salle 12 



Cents 
Lawrenoeville. 1734 

Lemont 7 

LeRoy 16. S 

Lexington 15.6 

Liberty ville ... 7 

Lincoln 17 

Litchfield 1734 

Little York... 19.4 

Lock Port 7 

Lovington 17 

Macomb 17 

Manteno 10 

Marengo 12 

Marion 23 

Maroa 17 

Marseilles 12 

Marshall 17^4 

Mason City.. . 17 

Mattoon 1734 

Mayfair 6.8 

Maywood 6.8 

McHenry 11.3 

Meadows 17 

Melvin 15 

Menard 23 

Mendota 12 

Metropolis. ... 24 , 4 

Milford 14 

Milledgeville.. 17 
Millington.... 12 

Minier 17 

Minonk 15.9 

Moline 17 

Momence 11.3 

Monmouth ... 17 
Monroe Center 12 
Monticello.... 16.8 

Morris 12 

Morrison 17 

Morrisonvilla.. 1734 

Morton 17 

Morton Grove. 7 
Morton Park. . 7 
Mt. Carmel... 1734 
Mt. Morris... 12 

Mt. Olive 174 

Mt. Pulaski.. 17 
Mt. Sterling.. 17 
Mt. Vernon. . . 1734 
Murphysboro. 23 

Naperville 7 

New Athens. . 2334 
New Memphis 23 

Newton 1734 

Niantic 17 



Chicago — Joseph T. Ryerson & Son — New York 



SOI 



PRICE S A N 1) C L A S S I 1 I (' A T I I) N S 



ILLINOIS — CONTINUED 



Cents 

Nokomii 17' •> 

.Wns 18.8 

N. Aurora 7 

N. Chicago... 8 

Oak Put 8 

Oblong 19.1 

Oglesby 17 

Ohio 12 

Olney 17 1 .. 

Onarga 13.9 

Oregon 1_' 

Orion 17 

Ottawa 12 

Palatine 12 

Pana 17', 

Paris 17' j 

Pawnee 1 7 ' ■> 

Paw Paw 12 

Paxton 15.3 

Pearl City... 17 

Pekin 17 

Peoria 17 

Peotone 10 

Peru 12 

Pinckneyville.. 22.6 



Cent* 

Alexandria 14 

Anderson 14 

Ambia It 

Attica 13 

Auburn 13^ 

Aurora 17 

Bedford 16 

Berne 15 

Bicknell 16 

Bloomington . . 16 

Blufftor 14 

Boonvillc 17 

Bourbon 12'. 

Brazil 14 

Bremen 12 

Butler 14 

Cambridge City It 

Cannelton 17 

Clinton 14 

Columbia City II 

Columbus || 

Conaertrille IIM 

Convene II] | 

Crawfonlsville. 13', 

Crown Point W 

Deentur IIW 

Delphi II 

Dunkirk 14' . 

< lettl 

Adrian 1.1 

Albion 15 

15 

Alma \; 

Almoin 

Alpena 

Ann Arl*.r. 1 » . 



Cents 

Piano 12 

Plymouth 17" i 

Pole II 

Pontine 12 

Potomac 17' , 

Prairie View. . in 1 , 

Princeton 17 

Prophetstown . 17 

Quincy 17 

Rankin 17 

Ravinia 8 

Reddick 12 

Richmond... 12 

Riverside 7 

Roanoke 17 

Robinson 19.9 

Rochelle 12 

Rock Falls... 12 

Rockford 12 

Rock Island... 17 

Roodhouse. ... 1 7 1 •'. 

Roselle 10 

Roasville 17 

Sandwich 12 



( Ynts 

Savanna 17 

Say brook 16.8 

Seneca 12 

Seward 12 

Sheffield 17 

Shelbvville... \VA 

Sheridan 12 

Somanauk.... 12 

Sparta 23 

Spring Valley . 12 

So. Elgin 7H 

So. Holland... 10.9 

Springfield — 17 

Staunton 17H 

Sterling 12 

St. Anne 12 

St. Charles ... 7 

St. David 17 

Steger 8 

Strasburg 1 7 1 i 

Streator 12 

Sullivan VjH 

Sycamore 7 

Taylorville. . . . 17^ 



INDIANA 



Cents 
E.Chicago.... 08 

Elkhart 12', 

Elwood 14 

Evansville.. . . 17 

Fairmont 14 

Ferdinand 17 

Fort Wayne... 13}^ 

Frankfort 13H 

Franklin 15 

F.. Branch... 17 

Gary 08 

Gas City 14 

Goshen 12,4 

Graaselli 09 

Groeo Castle.. 14 
Greensburg. . . 16 
Hammond. ... 08 
Hartford City. 14 

Hobart 08 

Huntington... 13' j 
Indianapolis 14 
Indiana Harl>or 8 

Jasper 17 

Jefferson ville. . 17 
KendaHVnia 
Knox HH.. 

Kokomo . II 



Cents 

La Fayette... 13 

La Grange.... 13' ■> 

La Porte 10 

Lawrenceburg. 17 

Lebanon 14 

Liberty 17 

Linton 16 

Logansport. . . 13 

Madison 17 

Marion 13>, 

Michigan City. 10 

Middelbury... 13^ 

Middleton.... 14'. 
Nishawaka. .12 

Mitchell 16 

Monroeville. . . 15 

Monticello .... 13 

Montpelier — 14 

Mt. Vernon.. . 17 

Muncie 14 

Nappanee. . . . 12' , 

New Albany. . 17 

N.-w Caetle.. . 15 

Noblesville 14 

N. Manchester M 

Oakland Cn v 17 

I 17 



MICHIGAN 



Bancroft 16 

Battle Croak.. 14 
Bay City 

BeUing 16 

Bellevne I", 

Benton HarU.r 12 
Beroemcr 



Cents 
Big Rapids.. U 
Bloomingdale . 14 
Boyce City 
Bronsnn . 
Brooklyn .... I6H 

Buchanan . U 

Cadilla 



Chicago Joiiih T. k y e r s o n & Son 



Cents 

Thomasboro. . 16.2 

Tinley Park. . . 7 

Tiskilwa 17 

Tremont 17 

Tuscola 17 

Urbana 16.8 

Venice 17H 

Vermillion 17' > 

Virden 17' a 

Warsaw 21.1 

Washington... 17 

Watseka 13H 

Waukegan 8 

Waverly 17' , 

Weklon 17 

W.Chicago... 7 

Wheaton 7 

Whitehall 17'. 

Wilmette 8 

Wilmington... 12 

Winnetka 8 

Woodstock. ..12 

Wyoming 17 

Zeigler 23 



Cents 

Peru II 

Plymouth 12 

Portland 15 

Princeton 17 

Rensselaer. . 12'.. 

Richmond... 16 

RidgevUle. . 15 

Rochester 12' . 

Rushville 16 

Seymour 16^ 

Shelbvville. ... 16 

South Bend... 12 

Sullivan 16 

Syracuse \%\$ 

ferre Haute . 14 

Tipton 14 

I'nion City. . . 15 

1'rbana 13', 

Valparaiso. ... 10 

Veedersburg. . 13', 

Vineennes ... Hi 

Wabash 13", 

Warsaw 12', 

Washington... 16 

Wheeler 10 

Winchester . II 

Woleott 13'j 
Wulcottville 



Cents 

Calumet 39 

Caro 16 

Case City 

Cedar Bprinp II 

Chailevoix.. 

Charlotte l."» 

Clielx>yg»n. •• 26 

M Von 



PRICES AND CLASSIFICATIONS 



805 



Cents 

Chelsea 16 

Clifford 16 

Cold water. .. . 133^ 
Corastock .... 14 
Constantine. . . 13 Yi 

Coral Z\Vi 

Crystal Falls.. 28 

Detroit 16 

Dowagiac 12}^ 

E.Jordan 26 

Escanaba 28 

Fenton 16 

Ferrysburg ... 15 

Flint 16 

Freeport 16 

Galien 12 

Gladstone.... 28 
Grand Haven. 15 
Grand Ledge. . 16 
Grand Rapids. 15 

Greenville 16 

Hale 28 

Hancock 32 

Harbor Beach. 24 
Harbor Springs 26 

Hastings 16 

Hillsdale 14 

Holland 15 



Cents 

Abbotsford... 24 

Albany 12 

Algoma 23 

Antigo 24 

Appleton 20 

Ashland 28 

Augusta 25 

Baraboo 22 

Beaver Dam . . 20 

Beloit 12 

Berlin 20 

Black River 

Falls 22^ 

BlackwellJct. 25 

Brandon 20 

Brillion 20 

Brokaw 23 

Browntown ... 19 

Burlington 10 

Chilton 20 

Chippewa Falls 25 

Clinton 12 

Clintonville... 22 

Cochrane 25 

Colfax 25 

Commonwealth 28 

Corliss 10 

Cornell 25 

Crandon 25 

Cudahy 10 

Darhngton. ... 20 

Delavan 12 

Denmark 20 

DePere 20 

Dodgeville.... 21 

Eau Claire.... 25 



MICHIGAN 

Cents 

Homer 15 

Houghton 32 

Howell 16 

Hudson 15 

Ionia 16 

Iron Mountain 28 
Iron River.... 28 

Ironwood 28 

Ishpeming .... 28 

Jackson 15 

Jonesville 14 

Kalamazoo. . . 13^ 
Lake Mine. ... 32 
Lake Odessa.. 16 

Lansing 16 

La Peer 16 

Loretto 28 

Lowell 16 

Ludington 23 

Manistee 23 

Marcellus 13^ 

Marine City . . 18 

Marquette 28 

Marshall 15 

Mass City.... 32 

Mendon 133^ 

Menominee ... 23 



CONTINUED 

Cents 

Midland 18 

Milan 16 

Milford 16 

Monroe 16 

Montague .... 18 
Moore Park... 13 V 2 

Morenci 16 

Mt. Clements. 16 
Mt. Pleasant.. 18K 

Munising 38 

Muskegon 15 

Musgekon 
Heights. ... 15 

Nashville 16 

Negaunee 28 

Newaygo 18 

Newberry 28 

Niles 12 

Northville. . . . 16 

Otsego W/ 2 

Owosso 16 

Petoskey 26 

Pewamo 16 

Pontiac 16 

Port Huron... 16 

Ramsay 28 

Reading 15 



WISCONSIN 



Edgerton 

Elkhorn 

Ellsworth 

Evansville 

Fennimore 

Florence 

Fond du Lac. . 

Fontana 

Footville 

Ft. Atkinson . . 

Grafton 

Grand Rapids . 

Green Bay 

Greenville. . . . 

Hackley 

Hancock 

Hartford 

Highland 

Horicon 

Hurley 

Janesville 

Juneau 

Kaukauna 

Kenosha 

Kewaskum.... 

Kewaunee 

Kiel 

Kilbourne 
La Crosse 
Ladysmith — 
Lake Geneva. . 

Lancaster 

Madison 

Manitowoc . . . 
Marinette 



Cents 
12 
12 
25 
12 



Cents 
Marshfield.... 23 

Mauston 22 

Mayville 19 

Medford 25 

Medina 20 

Menasha 20 

Menomonee. . . 25 

Merrill 23 

Milwaukee 10 

Mondovi 25 

Monroe 12 

Montello 23 

Monticello 12 

Mosinee 23 

Neenah 20 

NewHolstein. 20 
New London. ..20 
N. Milwaukee. 10 
N.Prairie.... 12 
Oconomowoc. . 12 

Oconto 23 

Oshkosh 20 

Owen 25 

Palmyra 12 

Phillips 26 

Platteville. . . . 23 

Plymouth 20 

Port Wash- 
ington 16 

Portage 20 

Prairie du 

Chien 23 

Prairi du Sac. . 21 

Racine 10 

Reedsburg.... 22 



Cents 

Reed City.... 18^ 

Republic 28 

Rochester. ... 16 

Royal Oak .... 16 

Saginaw 16 

Saranac 16 

St. Charles ... 16 

St. Clair 18 

St. John 16 

St. Joseph.... 12 

St. Louis 16 

Sault Ste. Marie28 

Sibley 16 

South Haven. . 7 - 

Sparta 15 

Stanton 16 

Sturgis 13M 

Tecumseh 15J^ 

Three Rivers.. 13^ 

Traverse City. 24 

Union City... 13J^ 

Vicksburg .... 13J^ 

Vulcan 28 

Wayland 15 

Wells 26 

Woodlawn.... 28 

Wyandotte. .. 16 

Ypsilanti 16 



Cents 

Reedsville. ... 20 

Rhinelander. . 25 
Richland 

Center 22^ 

Ripon 20 

Rothschild.... 23 

Schlesingerville 18 

Seymour 20 

Shawano 23 

Sheboygan.... 18^ 
Sheboygan 

Falls 20 

S. Milwaukee. 10 

Sparta 22^ 

Spring Green. . 21 

Stetsonville... 25 

Stevens Point. 23 

Stoughton.... 12 

Stratford 23 

Superior 28 

Theresa 20 

Tomahawk ... 25 

Trevor 10 

Two Rivers... 20 

Walworth 12 

Waterloo 12 

Water town ... 12 

Waukesha .... 12 

Waupun 20 

Wausau 23 

W. Allis 10 

West Bend ... 19 

Wittenberg... 23 

Whitewater... 12 

Williams Bay . 15 



Chicago — Joseph T. Ryerson & Son — New York 



800 



1' n I c i. S AND C I. A S S I I I C A T IONS 



IOWA 



Cento 

Adel 29 

Albia 29 

Alden 28 

Algona 30 

Amana 25 

Ames 28 

Anamosa 23 

Anthon 32 

Atlantic 32 

A uburn 31 

A udu bo: 32 

HellePlaine... 24 

Belkyue 17 

Birmingham . . 25 

Boone 29 

Brighton 23 

Britt 30 

Bryant 22 

Burlington 17 

Calmar 25 

Carroll 31 

Cedar Falls... 25 

Cedar Rapids. 24 

(Vnterville... . 29 

Chariton 29 

Charles City.. 25 

Cherokee 32 

'larmda 32 

Clarion 29 

Clavworks. ... 30 

Clinton 17 

Corning 32 

( loaned Bluffs. 32 

( knrington. ... 24 

Cresco 25 

Cents 

Akron 18 

Alliance 18 

Ashland 18 

Ashtabula 19 

Athens 204 

Attica 16) j 

Averv 17 

Barberton. . . . 18 

Barnes ville. . . 21 

Bedford 18 

BeDaira II 

Hellefontaine.. 16 

lHlevuc 16 

Big Prairie... . 18 

Howling Qreen 16 

Hrelneii I'.l 

Bridgeport. . 21 
Broolmlk . 17 
Bryan i"> 

Bueklaod . 16 
ilk . 21 
Bueyrui 161 f 

Butler .18 

Caldwell J I 

< !amhridge. . '9 
Canal Dover. . 19 
Canal Fulton.. 18 
Canton 18 

C-hi.a 16 

Cricaoo — J ' 



Cents 

Creston 3] 

Cumberland . . 32 

Davenport 17 

Decorah 25 

Des Moines. . . 29 

DeWitt 22 

Dubuque 17 

Dumont 26 

Eagle Grove. . 30 

Eldora 20 

Estherville... 32 

Fairfield 25 

Farmington ... 25 

Ft. Dodge. ... 30 

Ft. Madison.. 17 

GilmoreCity.. 31 

Grinnell 26 

Guttenberg.. . 23 

Hampton 26 

Harlan 32 

Hedrick 26 

Hudson 25 

Humboldt .... 30 

Independence. 25 

Indianola 29 

Iowa City... 24 

Iowa Falls... 28 

Irvington 30 

Janesville 25 

Jefferson 29 

Keota 24 

Keokuk 17 

Klenune 29 

Ladora 2") 



Cents 

Lake Mills.... M 

Le Mars 32 

Lone Tree ... 24 

Lorinor 29 

Low Moor.... 22 

Lyons 17 

Madrid 29 

Manchester ... 24 

Maquoketa.. . 22 

Marcus 32 

Marengo 25 

Marshalltown . 26 

Mason City... 26 

McGregor ... 23 

Milford 32 

Missouri Valley 32 

Monticello... 22 

Montour 25 

Moulton 26 

Mt. Pleasant.. 24 

Muscatine. ... 17 

Mystic 29 

Nashua 25 

Nevada 28 

Newton 28 

Gelwein 25 

Onawa 32 

Osage 25 

Oskaloosa 26 

Ottumwa 26 

Pella 27 

Perry 29 

Postville 25 

Prairie City.. . 28 



OHIO 



Cents 

Chillicothe ... 19 

Cincinnati. ... 17 

Circleville. ... 19 

Cleveland. ... 18 

Clyde 16^ 

Coldwater. . . . 16 

Columbiana... 19 
Columbus 

Grove 16 

Columbus .... 18 

Conneaut 19 

Coshocton .... 19 

Crestline 164 

Crooksville l'i 
Cuyahoga Falls is 

Dayton 17 

Defiance 1"> 

Delaware 18 

Delphi* 15 

lleimisun L'M'j 

Baal Liverpool II 

Eaton 16 

Klin wood 1? 

Elyria 18 

I mil i> Ifl 

i ifl 

Fremont 
Gabon 

Qallipolia II 



Cents 

Geneva 19 

Gibsonburg. . 16 

Girard 18 

Grafton 18 

Greenville 16 

Greenfield. .. . 19 

Hamilton 17 

Hamler 16 

Haviland 15 

Hillsboro 18 

Ironton 2ti' _• 

Ivorydale 17 

Jackson 20 1_. 

Kent 18 

Kenton 16 

Lakeview 16 

Lancaster 19 

Lectonia Ifl 

ton Ifl 

I. una Ifl 

Liaboo Ifl 

flOJ ■ 

LoaUend.. . 17 

London U 

Lorain . 18 

Ik is 

LoweUvuk, Ifl 

Bid. i: 

Marietta II 






R v i RIO N 



S 



Cents 

Red Oak 32 

Richland 25 

Riverside 21 

Rockford 25 

Rock Rapids.. 32 

Rock Valley . . 32 

Sac City 32 

Schaller 32 

Seymour 30 

Sheldon 32 

Shenandoah. . 32 

Sibley ... 32 

Sioux Center. 32 

Sioux City ... 32 

Sioux Rapids. . 32 

Spencer 32 

St. Charles.... 29 

Stratford 29 

Tama 25 

Traer 26 

Yarina 32 

Villisca 32 

Vinton. . .% . . . 25 

Viola 23 

Waukon IS 

WaterliK) .... 2". 

Waverlv 25 

Wavland 23 

flfebb 32 

Webster ('it v. 2<» 

What Cheer Ifl 
Winfield 

Winterset 31 

Wood burn... . 29 



Cents 

Marion 18 

Martins rem. 21 
Marysville 18 

Massillon 1^ 

Mendon 17 

Middle Branch is 
Middleport. 21 
Middletown. . 17 
Mineral Ridge 19 

Minster 16 

Montpelier. 13'.. 
Mt. Vernon.. 18 
Napoleon Ifl 

NeUonville. 2«» _. 
Newark Is 

New Lexington Ifl 
New Phila- 
delphia .... Ifl 

Nlles |fl 

N. Baltimore. Ifl 
Norwalk. .17 

Norwood 17 

Orrv.ll. is 

Ottawa Ifl 

Pauanmlk 18 

Paulding Ifl 

Piqna Ifl 

Plymouth. Ifl 

Poaaaray 21 

- \ 1 W Y u H K 



PRICES AND CLASSIFICATION S 



sor 



OHIO — CONTINUED 





Cents 




Cents 




Cents 




Cents 


Port Clinton. 


. 17 


Shelby 


. 17 


Utica 


. 18 


W. Alexandria 17 


Portsmouth . . 


. 21 


Sidney 


. 16 


Uhrichville. . . 


• 20*4 


N. Manchester 17 


Prairie Depot 


. 16 


S. Columbus. 


. 18 


Van Wert. . . . 


. 15 


Wickliff 


. 19 


Ravenna .... 


. 18 


Springfield . . . 


. 17 


Wadsworth . . 


. 18 


Wilmington . . 


. 19 


Rockford 


. 16 


Steubenville. . 


. 21 


Wapakoneta . 


. 16 


Wooster 


. 18 


Rossford 


. 16 


Swan ton 


. 16 


Warren 


. 19 


Xenia 


. 17 


St. Marys . . . 


. 16 


Tiffin 


. 16 


Wauseon 


. 15 


Youngstown . 


. 19 


Salem 


. 19 


Toledo 


. 16 


Wellston.... 


• 20*4 


Zanesville. . . . 


. 19 


Sandusky — 


. 17 


Urbana 


. 17 


Wellsville.... 


. 21 










MINNESOTA 










Cents 




Cents 




Cents 




Cents 


Albert Lea. . . 


. 25 


Fergus Falls . 


. 53 


Minnesota 




Sauk Center . 


. 47 


Alexandria. . . 


. 49 


Fulda 




Transfer. . . 


. 25 


Shakopee 

S.St. Paul... 


. 25 


Anoka 


. 35 


Glencoe 


. 33 


Montendeo . . 


. 40 


. 25 


Appleton 


. 43 


Hastings .... 


. 25 


Moorhead . . . 


. 59 


Spring Valley 


. 25 


Austin 


. 25 


Hibbing 


. 40*4 


Nashwauk . . . 


• 40*4 


Stillwater — 


. 25 


Bemidji 


. 56 


Hill City.... 


. 54*4 


New Prague . 


. 25 


Thief River 




Brainard 


. 48 


Hopkins 


. 25 


New Ulm 


. 29 


Falls 


. 59 


Buhl 


. 40*4 


Houston 


. 24 


Norcross 


. 52 


Triumph 


. 30 


Canby 


. 40 


Kassin 


. 25 


Northfield... 


. 25 


Virginia 


. 40W 


Ceylon 


. 30 


Kenyon 


. 25 


Owatonna . . . 


. 25 


Wabasha 


. 36 


Chisholm 


. 40*4 


La Crescent. . 


. 23 


Preston 


. 24 


Warren 


. 62 


Clara City... 


. 47 


Lake City . . . 


. 25 


RedWing... 


. 25 


Waterville.. . 


. 25 


Cloquet 


. 28 


Litchfield 


. 43 


Rochester. . . . 


. 24 


Wayzata 


. 31 


Crookston . . . 


. 59 


Little Falls.. 


. 46 


Rushford 


. 24 


Wells 


. 27 


Duluth 


. 28 


Long Prairie. 


. 49 


St. Cloud.... 


. 42 


Wilmar 


. 45 


Ely 


. 45 


Luverne 


. 30 


St. James — 


. 30 


Winnebago. . 


. 30 


Eveleth 


. 40*4 


Mankato 


. 27 


St. Louis Park 25 


Winona 


. 23 


Fairmont 


. 30 


Marshall .... 


. 39 


St. Paul 


. 25 


Worthington . 


. 32 


Fairbault. . . . 


. 25 


Minneapolis . 


. 25 


St. Peter.... 


. 27 


Zumbrota. . . . 


. 25 








MISSOURI 










Cents 




Cents 




Cents 




Cents 


Alexandria. . . 


. 17 


DeSoto 


. 33 


Joplin 


. 45 


Nevada 


. 37 


Aurora 


. 39 


Dexter 


. 46 


Kansas City . 


. 32 


Poplar Bluff. 


. 47 


Boonville 


. 29 


Excelsior 




Kirkville.... 


. 27 


Rockport 


. 29 


Brookfield . . . 


. 30 


Springs 


. 32 


Lexington . . . 


. 32 


Sedalia 


. 29 


Cape Girardeau 34 


Flat River... 


. 41 


Linneus 


. 32 


St. Joseph . . . 


. 32 


Carrollton... 


. 32 


Fulton 


. 26 


Lockwood . . . 


. 37 


St. Louis 


. 17*4 


Carterville... 


. 45 


Hannibal 


. 17*4 


Macon 


. 27 


Salisbury 


. 29 


Carthage 


. 45 


Hardin ... 


. 32 


Marceline. . . 


. 30 


Springfield . . . 


. 37 


Caruthersville 


. 46 


Harrisonville. 


. 37 


Marshall .... 


. 31 


Tarkio 


. 32 


Charleston... 


. 41 


Huntsville... 


. 27 


Maysville 


. 32 


Warrensburg. 


. 31*3 


Chillicothe... 


. 32 


Independence 


. 32 


Mendota 


. 31 


Washington. . 


. 32 


Clarksdale . . . 


. 32 


Jackson 


. 38 


Mexico 


. 26 


Webb City... 


. 45 


Clinton 


. 37 


Jefferson City 


. 29 


Moberly 


. 26 


Westboro — 


. 32 


Columbia 


. 26 










West Plains.. 


. 48 








KANSAS 










Cents 




Cents 




Cents 




Cents 


Arkansas Citj 


'. 75 


Fredonia 


. 57 


Lebanon 


. 68 


Pittsburg — 


. 45 


Ashland 


. 95 


Ft. Scott.... 


. 37 


Lyons 


. 72 


Pleasanton. . . 


. 37 


Atchison 


. 32 


Galena 


. 45 


Manhattan . . 


. 53 


Pratt 


. 80 


Bonner 




Garden City. 


. 85 


Marysville... 


. 53 


Rosedale 


. 32 


Springs — 


. 32 


Hiawatha — 


. 32 


Medicine 




Sabetha 


. 36 


CawkerCity. 


. 69 


Horton 


. 34 


Lodge 


. 87 


Salina 


. 64 


Chanute 


. 40 


Hutchinson.. 


. 64 


Neodesha — 


. 55 


Stafford 


. 78 


Chapman . . . 


. 62 


Independence 


. 55 


Newton 


. 68 


Tyro 


. 57 


Coffeyville... 


. 55 


Iola 


. 45 


Olathe 


. 37 


Wellington. . . 


. 75 


Dodge City.. 


. 85 


Junction City 


. 60* 


Oswego 


• 53*4 


Williamsburg. 


. 52 


Eldorado 


. 65 


Kansas City . 


. 32 


Ottawa 


. 45 


Winfield 


• V3H 


Emporia 


. 55 


Lamed 


. 84 


Paola 


. 37 


Topeka 


. 47 


Enterprise... 


. 57 


Lawrence — 


. 45 


Parsons 


. 45 


Wichita 


. 69 


Erie 


. 45 


Leavenworth. 


. 32 










Chicac 


?-J 


o SEP B T . 


Ryerson & 


Son 


— New Y 


Q R K 



808 



I' K I C E S AND C L A S S 1 P I C A Tin N S 



COLD ROLLED SHAFTING CUTTING LIST 
FROM WAREHOUSE 

ROUNDS 



Colo Uovlkd 


Extras FOB OthKB timv Sro. k I.knoths 


Mi vi- rise ( ri n\<; 


Over 

5 f. 


. I to 

.' IV,. t 


| IV... fa 
1 Foot 




Pet 100 Pounds. Net 


1 nder 
1 Foot 


•', to 1 , ? A inches 


$0.20 

.30 
.20 
.20 

.20 


$0.35 
. 86 

.35 

.35 


$0.40 

w 

111 
. Ill 

.40 


-ial 


3 ,V to 3 \ inches 


a 
« 




m 







SQUARES AND FLATS 
Special prices according to specifications. 

SCREW STOCK 
Furnished only in stock lengths. 



STANDARD VARIATIONS IN SHEARING 
FROM WAREHOUSE 

The variation list shown below governs shearing on warehouse 
shipments. On direct mill shipments the variation of the mill in 
question will apply. 



Shapes i" Specified Lengths 


Over 


Under 




H inch 
H ■ 

k - 

8 ■ 

H ' 


1 4 inch 

1 


Rounds and Squares, 2 inches to 8 indies, inclusive 

Hounds and Squares, .'* inches to4H inches, inclusive, 


Rounds and Squares over 8 inches to 4' t inch.-, 


Roiudl over §W incles to 7'» in. -lies, inclu-ive, up 


1 A " 


Rounds over i '.» inches, to 7 ' ( inches, inclusive, over 






• r :{ inches to 8 inchee, up so and including 


• 8 inch - to 8 inchee aids, over 90 feet Long 


i 






Structural 


Ore. 


Uadat 




H inch 

- 




X and other shapes 

.] riatis, length 

. length, wi«lth 


o 

n 
H * 



( II I < A G O — J s * V ll I . K v K R S N 



N f I M ^ o R k 



PRICES AND CLASSIFICATI X S 



809 



STANDARD STEEL CLASSIFICATION OF EXTRAS 
ON STEEL BARS AND SMALL SHAPES 

ROUNDS AND SQUARES 



Small Sizes Extra per 100 Pounds 

% to 3 inches Base 

%to Hinch $0.10 

Y 2 to ;&inch 20 

3^ inch 40 

^inch 50 

H inch • • • -60 

3^ inch 70 

^inch 80 

M inch 1.00 

£f inch 1 . 50 



Large Sizes Extra per 100 Pounds 

33^ to 3^ inches $0. 15 

3% to 4^ inches 25 

4J/g to 4^ inches 30 

\ h /% to 5 inches 40 

5J/g to 5J£inches 50 

5^8 to 6 inches 75 

Qy to 6^ inches 1.00 

6^ to 7J4 inches 1.25 



tVinch 2.50 

For intermediate sizes, the next higher extra to be charged. 

OVALS 

Extra per 100 Pounds 

^£to 1% inches $0.30 

%to Hmch 50 

Ys inch 60 

^inch 80 

^inch 1.00 

^inch 1.20 



HEXAGONS 

Extra per 100 Pounds 

% to iy 2 inches $0.30 

^6 to Hinch 50 

Y 2 Xo ^inch 70 

i^inch 1.10 

^inch 1.30 

A inch 1.50 



For intermediate sizes, the next higher extra to be charged. 

HALF OVALS AND HALF ROUNDS Extra per 100 Pounds 

y% to 4 inches x 3^ inch and thicker . $0 . 50 

y% to 4 inches x Nos. 7, 8, 9 and t\ inch 70 

V % to 4 inches x Nos. 10, 11, 12 and y inch 1 .00 

z /i to H inch x Y6 inch and thicker 80 

% toif inch x Nos. 10, 11, 12 and y inch 1 .20 

% toH inch x Nos. 13, 14 and 15 1.40 

% to is inch x ^2 inch (No. 9) and thicker. 1 . 00 

% toHinch x Nos. 10, 11, 12 and y inch 1.30 

y % to H inch x Nos. 13, 14 and 15 1.50 

3^2 to j^ inch x y inch and thicker 1 . 30 

y to & inch x Nos. 13, 14 and 15 1.80 

ts x ^ inch and thicker 2 . 10 

1^ inch x Nos. 13, 14 and 15 2.30 

z /% x ^2 inch and thicker 2 . 50 

% inch x Nos. 14 and 15 2.70 

ys x Y2 inch and thicker 2 . 60 

j^ x less than -£2 inch thick 2 . 80 



to 6 
to 6 



FLAT BARS AND HEAVY BANDS 

inches x % to 1 inch 



inches x y to 

it inch x % to 

xi to xf inch x y to 

i%to ^inchx «Hj to 

ye to Y% inch x y to 

Chicago — Joseph 



inch 



Base 

Extra per 100 Pounds 

$0.20 



%inch 40 

i^inch 50 

y 2 inch 60 

3^ inch 70 

T. Ryerson & Son — New York 



8lO P B I C E S A N 1) CLASS! F I C A T I O N S 
STANDARD STEEL CLASSIFICATION 

CONTINUED 

FLAT BARS AND HEAVY BANDS — CONTINUED 

Extra j>er 1<K> Pounds 

1 i inch x : * s to ft inch $1 .00 

1 •_> inch x '( tn ft inch 1 . JO 

^ inch x :! s inch 1 . 40 

, 7 B inch x ! 4 to ft inch 1.60 

inch x J4 to ft inch 2.00 

1 j s to (> inches x lr 6 - to l^ft inches 10 

1 ! s to 6 inches x 134 to \ l /2 inches 20 

1 - ( (o inches x 1 5 8 to 2 : *4 inches 30 

•'!' I to (3 inches x 3 to 4 inches 10 

For intermediate sizes, the next higher extra to be charged. 

LIGHT BARS AND BANDS ]; xtra ,, r lm ,>„„„,,. 

1 j 2 to 6 inches x Nos. 7, S, 9 and ft inch $0.40 

1 ' _> to 6 inches x Nos. 10, 11, 12 and Y% inch 00 

1 to lr 6 inches x Nos. 7, 8, 9 and ft inch 50 

1 to I ft inches x Nos. 10, 11, 12 and Y% inch 7(1 

J | to 1 \ inch x Nos. 7, 8, 9 and ft inch 70 

Hto H inch x Nos. 10, 11, 12 and % inch 80 

\\ to % inch x Nos. 7, 8, 9 and ft inch 1.00 

yI to ^4 inch x Nos. 10, 11, 12 and 3-8 inch 1.20 

ft to Yz inch x Nos. 7, 8, 9 and & inch 1 .20 

ft to % inch x Nos. 10, 11, 12 and Y% inch 1 . 30 

Yi inch x Nos. 7, 8, 9 and ft inch 1 30 

1 > inch x Nos. 10, 11, 12 and 3 g inch l.fiO 

ft inch x Nos. 7, 8, 9 and ft inch 1.80 

ft inch x Nos. 10, 11, 12and V 8 inch 2 10 

• \ inch \ Nos. 7, 8, 9 and ft inch 1.80 

: s inch x Nos. 10, 11, 12 and ] $ inch 2 40 

For intermediate sizes, the next higher extra to be charged in all 



ANGLES Extra per 100 Pounds 

1 J j x \Yi inches and wider, but under 3 inches x ft inch and 

heavier $0.20 

1 ' 2 x 1 j 2 indies an<l wider, but under 3 inches x ' £ inch 30 

1 x 1 to 1 j t x 1 j j inches x ft inch and heavier 30 

1 x 1 to 1 J i x 1 J , inches x ' \ inch 10 

7 s x 7 s inch x A inch 40 

7 % inch x j \ inch 80 

t x i inch x A inch 60 

. inch x Hindi 00 

I 5 I inch x ! i inch 2.20 

i j I iin-h x ,'.. inch 2.00 

1 j x j I iin-h x | \ inch 3 20 

1 _. inch x j •_. inch less than ' \ inch 3.00 

3 inches Ofl one or both legs by less than x x inch thick 70 

[JneqasJ le^ angles are subject to special prices, which will be fur- 
nished on application. 

C it i i a (, i> — I - \ v n 1 RTBlfOM % So n — N t w York 



PRICES AND CLASSIFICATIONS 811 
STANDARD STEEL CLASSIFICATION 

CONTINUED 

CHANNELS „ . ,„ _ . 

Extra per 100 Pounds 

\*/2 inches and wider, but under 3 inches x -^ inch and heavier . . $0 . 20 

lJ/£ inches and wider, but under 3 inches x y inch 30 

1 to \ x /i inches x ^ inch and heavier 30 

1 to l}4 inches x y inch 40 

%x-rs inch and heavier 40 

^x 3^ inch 50 

yto% inch x t* inch 50 

M x V 8 inch 60 

% x V 8 inch 2 . 20 

y 2 x y 8 inch 3 . 20 

y x less than y inch , 3 . 60 

TEES Extra per 100 Pounds 

V/2 x \y inches and wider, but under 3 inches x 34 inch and 

heavier $0. 20 

\ l A x 1 J/2 inches and wider, but under 3 inches x t* inch 40 

\Yi x \}/2 inches x y inch 50 

Vyi x V/i inches x 34 inch and heavier 40 

1/4 x 134 inches x 1^ inch 50 

134 x 134 inches x y inch 60 

1 xl tolj^xl^l? inches x y& inch thick 60 

1 x 1 to 13^ x 13^8 inches x y inch thick 70 

y 8 x y 8 inch x y 8 inch and thicker 90 

z /i x M inch x y inch and thicker 1 . 10 

y 8 x y inch x y inch and thicker 2. 20 

Unequal leg tees are subject to special prices, which will be fur- 
nished on application. 

EXTRAS FOR CUTTING TO SPECIFIED LENGTHS 

Extra per 100 Pounds 

Hot sawing or shearing, 24 to 60 inches $0. 10 

Hot sawing or shearing, 12 to 24 inches 20 

Shearing, under 12 inches 30 

Machine cutting, specified lengths above 24 inches 20 

Machine cutting, specified lengths, 12 to 24 inches 40 

Machine cutting, specified lengths less than 12 inches, accord- 
ing to contract, but not less than 60 cents on each size. 

No charge for shearing to multiple lengths of 12 inches and under. 
No extra charge for hot shearing to lengths of 5 feet and over. 

MACHINE STRAIGHTENING AND CENTERING 

Machine straightening alone, for ordinary sizes $0. 20 

Extras for machine strrightening and centering, will be furnished 
on application. 

Chicago — J oseph T.Ryerson & Son — New York 



812 



PRICES AND CLASSIFICATIONS 



STANDARD STEEL CLASSIFICATION 

CONTINUED 

FLAT SPRING STEEL 
OPEN HEARTH 

1 ' i inches to 8 inches x No. 4 to ^ inch Base 

Extra per 100 Pounds 

1 inch and \Y% inches x Nos. 1 to 4 $0 . 20 

1 inch to 3 inches x Nos. 5 to 7 50 

% inch and f| inch x Nos. 1 to 7 50 

% inch to \\ inch x Nos. 1 to 7 1 . 00 

% inch to 4 inches x Nos. 8 to 10 1 . 00 

% inch to 5 inches x Nos. 1 1 to 16 1.50 

% inch to 6 inches x Nos. 17 to 19 2.20 

% inch to % inch x Nos. 10 to 16 4.00 

M inch to % inch x Nos. 17 to 19 5.00 

ROUND AND SQUARE SPRING STEEL 
OPEN HEARTH 

% inch to V/2 inches Base 

Extra per 100 Pounds 

Y 2 inch to i\inch $0.20 

s inch to rVinch 50 

rVinch 1.00 

% inch 1 . 50 

Cutting to lengths 24 inches and over, \{\. cent per pound. Under 
24 inches, special prices. 

QUANTITY DIFFERENTIALS 

All specifications for less than 2,000 pounds of a size will be subject 

to the following extras, the total weight of a size ordered to determine 

the extra, regardless of length and regardless of exact quantitv 

actuallv shipped. 

Extra per 100 Pounds 

Quantities less than 2,000 pounds, but not less than 1,000 

pounds 10.30 

Quantities less than 1,000 pounds 70 

GALVANIZED STRAND 

SEVEN STEEL WIRES TWISTED INTO A SINGLE STRAND 
STANDARD STEEL STRAND 



.3 

e a 


proximate 
eight per 
go Peat 

Pounds 


2s 

« — m 

E-a-o 

Sao 
|1£ 


il 

£8 


.3 

11 


RflJ 


proximate 
renifth in 
Pounds 1 


il 

«8 


a 




5* 


.53 
.-J 


Q 


fr~ 


$■ 


.a 


X 


800 


14000 


$7.25 


A 


75 


1400 


$1.25 




650 


11000 


5 75 


X 


55 


900 


1.15 


i j 


510 


8500 


t r.n 


X 


10 


700 


1.10 


X 


415 






K 




100 


l oo 


H 




6000 




.'< 


25 


4. V) 


.90 


A 


2lu 










400 


.80 




LSI 




1 7:. 


A 


ia 






95 


1800 


i BO 











Chicago lot t fm T. Rvibi op I S m» V u r k 



PRICES AND CLASSIFICATIONS 813 



STANDARD CLASSIFICATION OF EXTRAS ON 
STEEL TIRE 

1 inch x \i inch and heavier Base 

Extra per 100 Pounds 

V/i inches x t\ inch and ^ inch $0.20 

1 inch to 1 ys x fs and -fa inch 30 

1 inch to Its x Y% inch 50 

% inch x 34 inch and ys inch 30 

Y% inch x ys and ^ inch 50 

% inch x Y% and ^ inch 60 

% inch x 34 inch 30 

% inch x t\ and gfe inch 80 

% inch x Y% and ^ inch 1 . 00 

% inch x j^ inch 1.00 

Y% inch x Y% and ^ inch 1 . 10 

For intermediate sizes, the next higher extra to be charged. 
Sizes not shown are subject to special arrangement. 

QUANTITY DIFFERENTIALS 

All specifications for less than 2000 pounds of a size will be 
subject to the following extras, the total weight of a size ordered to 
determine the extra, regardless of lengths and of exact quantity 
actually shipped. 

Quantities less than 2000 pounds, but not less than 1000 pounds, 
$0.30 per 100 pounds. Quantities less than 1000 pounds, $0.70 
per 100 pounds. 

No extra charge for cutting to tire lengths. 



MILL EXTRAS ON STRUCTURAL SHAPES 
FOR SIZE AND CUTTING 

Extra per 100 Pounds 

Angles larger than 6 inches on one or both legs $0. 10 

Beams, 18 inch, 20 inch and 24 inch 10 

Cutting to length under 3 feet to 2 feet 25 

Cutting to length under 2 feet to 1 foot 50 

Cutting to length under 1 foot 1 . 55 

Tees, 3 inch and over (except hand rail tees) 05 



Chicago — Joseph T. Ryerson & Son — New York 



814 



r R ICES AND C L A S S I 1 I C A T I O N S 



STANDARD IRON CLASSIFICATION 



1',' 

4K 
6K 
6^ 

1 3 8 

2 

8^ 

2 

4^ 
6^ 

1 

3 4 
5^ 



to 
to 
to 
to 

to 8x 
tolOx 



4x ? 8 tol 

, tol 

6x1^6 to Hi 

8X1A tol}/2 

% to 1 

Htol 



to 4xlJ/8toH 
to 4x l^to2 
to 6x1% to 2 
to 8 x 1% to 2 
to 10 x 1^ to 1} 
to 10 x Ws to 2 
to 4x2^to3 
6x2^ to 3 
8 x 2K to 3 
Hgx^tol 
1^ x H to 
Hx^to 



Hx 3 sto 

T€ X % tO 



FLATS Extra per 10Q Founds 

nch Base 

nch $0.10 



nches . 

nchcs . 

nch. . 

nch. . 

nches . 

nches . 

nches . 

nches . 

nches . 

nches . 

nches . 

nches . 

nches . 

inch. 
'/% inch . 
'4 inch. 
'/g inch. 



inch. 



.40 
.60 
.60 
.80 
.30 
.50 
.60 
.80 
.90 

1.00 
.60 
.80 

1.00 
.10 
.20 
.40 
.50 
.90 



ROUNDS AND SQUARES 



Extra per 100 Pounds 

1 to 1^8 inches Base 

2 to 2% inches $0.20 

3 to W2 inches 50 

Z% to 4 inches 80 

4% to 4H inches 1.00 

4% to 5 inches 1.30 

.V . to 6 inches 1.80 

<'>' s to 6} 2 inches 2.20 

Q% to 7^4 inches 2. 50 



Extra per 100 Pounds 

MtoTsinch $0.10 

% to H inch 20 

V 2 to £■ inch 30 

T 7 e to §§ inch 40 

% to {finch 50 

^ to H inch 70 

1 , to A inch 90 

V, inch 1.40 

A inch 2.50 



HALF OVAL AND HALF ROUND 



Extra per 100 Pounds 

2Mto3 inches SO. 60 

%to2 inches 50 

, to flinch 70 

to Hinch 00 



Extra per 100 rounds 

1 -to rVindl $1.20 

H to £ inch 2.50 

A inch 3.50 

1 1 inch 1 50 



Half ovals, less khan \ 1 their width In thickness, extra price. 



:< 



OVAL IRON 
fain i*'r 100 rounds 

%to V .inches $0 10 

1 to 12 ineh 50 

!.'. inch 80 

'-to r* inch so 



Extra per 100 Pounds 

to , 7 „ inch $1.10 

'j to ,"„ x ,',. inch 1 00 

H x Mnch 1.20 



Chicago -Jotir a T, k ■> 1 k 



N Sun .\ i u Y • K k 



PRICES AND CLASSIFICATIONS 815 
STANDARD IRON CLASSIFICATION 

CONTINUED 



HEAVY IRON BANDS 

Extra per 100 Pounds 

8}4 to 10 x^toA inch SO . 70 

7 to 8 x Y± to 3^ inch 70 

6J4 to 6MxMto^ inch 50 

4^to 6 x^to^inch 30 

lM>to 4 x^to^inch 20 

1 to \y* x }4 to ^ inch 30 

%to H x M to A inch 50 

% to t£ x M to ^ inch 80 

H to ^xMto^ inch 1 .00 

Vs to j^x^to^ inch 1 .50 



BEVEL EDGE BOX IRON 

Bevel edge box iron takes the same extras as light bands of same 



Extra per 100 Pounds 

Beaded band iron, 1 J4 inches to 2 inches SO . 70 

Sand band iron, 10 cents above light bands. 



LIGHT BANDS 

Extra per 100 Pounds 

7 to 8 x Nos. 9 to A $0.90 

7 to8 x Nos. 10, 11, 12 1.00 

6^ to 6% x No. 9 to £■ 70 

6K to 6% x Nos. 10, 11, 12 80 

4K to 6 xNo.9to^ 50 

4*4 to 6 x Nos. 10, 11, 12 60 

l^to4 xNo.9to^ 40 

1% to 4 x Nos. 10, 11, 12 50 

1 to 1^ x No. 9 to ^ 50 

1 to 1^ x Nos. 10, 11, 12 60 

it to KxNo.9to^ 60 

ft to V 8 x Nos. 10, 11, 12 70 

Hto %xNo.9tojL 80 

H to % x Nos. 10, 11, 12 90 

t^to %xNo.9tO;& 100 

^to y 8 x Nos. 10, 11, 12 1.10 

!^to HxNo.9to^ 1.30 

i^to K2X Nos. 10, 11, 12 1.40 

% x No. 9 to & 1.50 

y 8 x Nos. 10, 11, 12 1 . 60 

Chicago — Joseph T . Ryerson & Son — New York 



810 P R I C E S AND CLASSIFICATIONS 



CLASSIFICATION OF SWEDISH OR NORWAY IRON 

ROUNDS AND SQUARES 

1 tol : , inches Base 

Extra per 100 Pounds 

2 to 2Y 8 inches $0. 10 

2u to 3}4 inches 20 

3) \ to 4 inches 50 

to Kinch 10 

A to 5 A inch 20 

A to } > inch 30 

'■'' \ inch 40 

tV inch 60 

! 4 inch 1.00 

ft inch 1.50 

FLATS 

1 J g to 4 x % to 1 inch thick Base 

Extra per 100 Pounda 

AM to G x Y% to 1 inch thick 10. 10 

1 ; i to 6 x \\i to \y 2 inches thick 20 

2Y 2 to G x 2 inches thick 50 

lJ4andl 3 8x3£tol inch 10 

1 andl^xHto J^ inch 20 

/^. Hi ?i an d K x ^8 to % inch thick 40 

l'.toG x^ and A inch 20 

1 to 1.x ] 4 and A inch 

ind : i x \ \ and ft inch GO 

Kand%x ^ and A inch 1 00 

1 to 2 x ft inch SI I 

•■, and : sx A inch BO 

ad : \x^ inch 1.20 



STONE AND MARBLE SAW BLADES 
Carefully cut to length and straightened. 

Kxtra i-or 100 Pounds for leas than carload 

1>_. to 7 inches Nos. 7, 8, 9 or ft inch $0. 10 

1 ' 2 to 7 inches. Not. K>, 11, 12 or U inch Lfi 

Regular extras as per Standard Bar Steel Classification to apply, 
in addition t<» the above. 

(hi phT.Rybi Nit Yon 



PRICES AND CLASSIFICATIONS 817 
SOFT STEEL HOOP EXTRAS 



Width, 
Inches 


Gauge 


Extra, 
100 lbs. 


Width, 
Inches 


Gauge 


Extra, 
100 lbs. 


Width, 
Inches 


Gauge 


Extra, 
100 lbs. 


% 


13 


$1.10 


ii 

ie 


21 


$0.90 


1A to 2 


19 


$0.25 




14 


1.10 




22 


1.05 


" 


20 


.50 


" 


15 


1.20 


8 


23 


1.25 


8 


21 


.70 


■ 


16 


1.30 


M to 11 


13 


.40 


8 


22 


.95 


a 


17 


1.45 




14 


.40 


2Ato2>^ 


13 


.10 


" 


18 


1.60 


8 


15 


.40 


8 


14 


.10 




13 


.90 


8 


16 


.50 


8 


15 


.10 


¥ 


14 


.90 


8 


17 


.50 


8 


16 


.15 


« 


15 


.90 


8 


18 


.55 


8 


17 


.20 


( « 


16 


1.00 


8 


19 


.60 


8 


18 


.30 


« 


17 


1.10 


" 


20 


.65 


8 


19 


.40 


8 


18 


1.35 


8 


21 


.75 


8 


20 


.60 


« 


19 


1.50 


8 


22 


.95 


8 


21 


.90 


Vz 


13 


.65 


8 


23 


1.20 


2^ to 3 


13 


.10 




14 


.65 


Vs 


13 


.30 


" 


14 


.10 


u 


15 . 


.65 




14 


.30 


8 


15 


.10 


■ 


16 


.75 


8 


15 


.30 


" 


16 


.15 


« 


17 


.75 


8 


16 


.35 


8 


17 


.20 


« 


18 


.80 


8 


17 


.40 


" 


18 


.30 


8 


19 


.85 


8 


18 


.40 


« 


19 


.40 


" 


20 


.95 


" 


19 


.45 


8 


20 


.60 


« 


21 


1.15 


8 


20 


.55 


" 


21 


1.00 


" 


22 


1.35 


8 


21 


.65 


3 rs to2>V 2 


13 


.10 


& 


13 


.55 


8 


22 


.85 


8 


14 


.15 




14 


.55 


« 


23 


1.10 


8 


15 


.20 


" 


15 


.55 


H to l 


13 


.20 


8 


16 


.30 


" 


16 


.65 


" 


14 


.20 


8 


17 


.40 


« 


17 


.65 


8 


15 


.20 


8 


18 


.55 


8 


18 


.70 


8 


16 


.25 


8 


19 


.75 


u 


19 


.75 


a 


17 


.25 


8 


20 


1.00 


" 


20 


.85 


" 


18 


.30 


3A ( to4 


13 


.10 


« 


21 


1.00 


" 


19 


.35 




14 


.15 


h 


22 


1.15 


8 


20 


.45 


8 


15 


.20 


« 


23 


1.35 


« 


21 


.65 


8 


16 


.30 


¥ 


13 


.50 


« 


22 


.85 


8 


17 


.45 




14 


.50 


8 


23 


1.10 


8 


18 


.70 


" 


15 


.50 


1A tolj* 


13 


.15 


8 


19 


.90 


" 


16 


.60 


« 


14 


.15 


4 A to 5 


13 


.15 


" 


17 


.60 


8 


15 


.15 


" 


14 


.20 


« 


18 


.65 






16 


.20 


8 


15 


.30 


" 


19 


.70 






17 


.25 


" 


16 


.50 


« 


20 


.80 






18 


.25 


8 


17 


.75 


« 


21 


.95 






19 


.30 


5 J* to 5^ 


13 


.20 


" 


22 


1.10 




' 


20 v 


.45 


8 


14 


.30 


« 


23 


1.30 


8 


21 


.65 


8 


15 


.50 


li 


13 


.45 


" 


22 


.85 


" 


16 


.80 


" 


14 


.45 


1& to 2 


13 


.10 


6 to6M 


13 


.30 


" 


15 


.45 


" 


14 


.10 


8 


14 


.40 


" 


16 


.55 


8 


15 


.10 


8 


15 


.60 


" 


17 


.55 


8 


16 


.10 


8 


16 


.90 


8 


18 


.60 


8 


17 


.15 


7 to 8^ 


13 


.35 





19 


.65 


8 


18 


.20 


8 


14 


.50 


■ 


20 


.75 















NOTES — Throughout this list Birmingham Wire Gauge and the corresponding decimal 
equivalents apply. Per 100 pounds 

Additional Extras— For cutting to specified lengths not less than 24 inches $0.05 

For cutting to specified lengths 12 inches to 24 inches .20 

Extra for cutting to specified lengths less than 12 inches will be furnished on application. 

Per 100 pounds Per 100 pounds 

For rounding one end of cut hoop ... $0 . 05 For rounding both ends of cut hoop ..$0.10 

For intermediate gauges the extra for the next lighter gauge will be charged. 

Rolling of fighter gauges than indicated on the list and the extras to apply are subject 
to special arrangements. Extras for flaring and galvanizing will be quoted on application. 

Extras for packing in barrels, casks and boxes will be quoted on application. 

EXEMPTION — Extras for cutting and rounding one end will be waived on all widths 
when ordered in carload lots for cooperage purposes. 
Chicago — Joseph T. Ryerson & Son — New York 



818 1> R I C E S A N 1) C L A S Sill ( A T I () N S 

COLD ROLLED STRIP STEEL MILL EXTRAS 

SPECIAL EXTRAS FOR EXTRA WIDE THIN SIZES p er cwt 

Wider than 6 inches to 9 inches, inclusive, x .025 and thinner.. $0. 25 

Wider than 9 inches x .025 and thinner 50 

Wider than 9 inches to 12 inches, inclusive, x .026 to .035, inclusive 25 
Wider than 12 inches x .020 to .035, inclusive ".'i 

EXTRAS FOR NARROW WIDTHS IN COILS I\r < wt 

Narrower than 11'2 inches to 1 inch, inclusive $0.15 

Narrower than 1 inch to ?s inch, inclusive 30 



EXTRAS FOR NARROW WIDTHS IN FLAT STRIPS p er cwt 

Narrower than 1^ inches to 1 inch, inclusive (ALL GAUGES) .$0.15 

Narrower than 1 inch to % inch, inclusive, .100 and thicker L5 

Narrower than 1 inch to J^ inch, inclusive, .035 to .099, inclusive . <*>."> 
Narrower than 1 inch to % inch, inclusive, .031 to .034, inclusive .80 
Narrower than 1 inch to % inch, inclusive, .025 to .030, inclusive . »'>."> 
Narrower than 1 inch to Y% inch, inclusive, .020 to .024, inclusive . 55 



EXTRA FOR CUTTING TO LENGTH Per cwt 

Any width and thickness shorter than 24 inches $0. 25 

On orders or contracts for less than 18 tons, quantity extras 
will be charged as follows: p r . 

6000 pounds to 18 tons of one size $0. 10 

2000 pounds to 5999 pounds of one size 25 

1000 pounds to 1999 pounds of one size 40 

500 pounds to 999 pounds of one size 66 

300 pounds to 499 pounds of one size 75 

200 pounds to 299 pounds of one size 06 

100 pounds to 199 pounds of one size L.46 

."><) pounds to \)\) pounds of one size 3.45 

REDUCTION FOR QUANTITY 
All sizes when ordered in IS tons or more of DM size for shipment 

at one time, 15 centa per KM) pounds leas. 



STOCK EXTRAS 
Pol Shipment from stock, then is ■ standard wan-housing extra. 
Sheared widths and lengths can he furnished from stock at a 
mahle advance l>:used on the time consumed in shearing stock 
strips. 

For sizes curried in stock, sir j >:ilt«- 1 L& 

Chicago Jotsvn t . Rtiiioi I S o i --- N i w Y o « k 



PRICES AND CLASSIFICATIONS 
STANDARD SHAFTING PRICE LIST 

ROUNDS 



819 





Price 




Price 




Price 




Price 


Diam. 


per 


Diam. 


per 


Diam. 


per 


Diam. 


per 




Pound 




Pound 




Pound 




Pound 


H 


$0.12 


1A 


$0,053^ 


2H 


$0.05 


3H 


$0,053^ 


_3_ 
16 


.10 


1^ 


•05y 2 


2fk 


.05 


W 


•05^ 


H 


.10 


1A 


my 2 


2% 


.05 


m 


•05^ 


5 
T6 


•08^ 


1H 


.05 


2H 


.05 


Q15 
°16 


•05H 


V* 


.07 


1A 


.05 


2*4 


.05 


4 


.06 


A 


.07 


l 5 /^ 


.05 


2H 


.05 


4fV 


.06 


y?, 


.07 


itt 


.05 


2% 


.05 


4K 


.06 


a 


.06 


1*4 


.05 


Ol5 
^T6 


.05 


4^ 


.06 


y* 


.06 


Hi 


.05 


3 


.05 


4H 


.063/6 


ii 

16 


.06 


I 7 /* 


.05 


^16 


.05M 


Wa 


.06^ 


' % 


■053^ 


115 
A 16 


.05 


3H 


.05M 


415. 

^16 


.06^ 


13 
"16 


•05^ 


2 


.05 


3A 


.05^ 


5 


.07 


% 


•05^ 


2A 


.05 


3*4 


.0534 


5K 


.07 


15 
16 


•05^ 


2M 


.05 


3^ 


.05M 


5A 


.07 


1 


•05K 


2A 


.05 


3*/ 8 


.05M 


m, 


.07^ 


1A 


•05^ 


2M 


.05 


3A 


.05M 


5% 


•07y 2 


l X /8 


•05^ 


2A 


.05 


3H 


.053^ 


°16 


.073/2 


1A 


•05^ 


2% 


.05 


3A 


•05^ 


6 


.08 


1M 


•05H 


2A 


.05 


3^ 


•05^ 


7 


.08 



SQUARES AND HEXAGONS 



Square 




Hexagon 


Square 




Hexagon 


Square 




Hexagon 


Price 


Size 


Price 


Price 


Size 


Price 


Price 


Size 


Price 


per 




per 


per 




per 


per 




per 


Pound 




Pound 


Pound 




Pound 


Pound 




Pound 


$0.12 


H 


$0.10 


$0.08 


1A 


$0.07 


$0.08 


2A 


$0.08 


.12 


_5_ 

16 


.10 


.08 


m 


.07 


.08 


2H 


.08 


.12 


% 


.08 


.08 


1A 


.07 


.08 


2A 


.08 


.12 


7 
T6 


.08 


.08 


iy* 


.07 


.08 


2H 


.08 


.10 


H 


.08 


.08 


1A 


.07 


.08 


2t6 


.08 


.10 


9 

16 


.07* 


.08 


m 


.07 


.08 


m 


.08 


.10 


% 


.07* 


.08 


IA 


.07 


.08 


2A 


.08 


.10 


11 

16 


• 07| 


.08 


1 5 4 


.07 


.08 


2y ?l 


.09 


.08 


H 


.07* 


.08 


H* 


.07 


.08 


2% 


.09 


.08 


13 
16 


.07* 


.08 


1*4 


.07 


.08 


2% 


.09 


.08 


'A 


.07 


.08 


m 


.07 


.08 


015 

^16 


.09 


.08 


H 


.07 


.08 


m 


.07 


.08 


3 


.09 


.08 


1 


.07 


.08 


1 15 


.07 


.10 


W?, 




.08 


1A 


.07 


.08 


2 


.07 


.10 


314 




.08 


1Kb 


.07 















Chicago — Joseph T. Ryerson & Son — New York 



820 



PRICES AND C L A S S T T I C A T I O N S 



STANDARD SHAFTING PRICE LIST 

FLAT SHAFTING 





Width, Inches 


Thkkneas, 
Inches 


A 

to 

1 -1 


A 

to 

il 


S 4 

to 

1 


I A 

to 


1A 

to 


Hi 

to 
2 


2 A 

to 
2H 


2* 
to 
2\i 


2A 
to 

2*4 


2fi 
to 
3 


1/6 and h 

A to & 

Hand rs 

1 . :ind & 
Hand ft 

3 1 to {, 


16 

14 
14 


16 
14 
14 
10 
10 


12 
10 

10 
8 
8 
8 


12 
10 
10 

8 
8 
8 
8 


10 

8 
8 
8 
8 
8 
8 
8 


10 

8 
8 
8 
8 
8 
8 
8 
8 


10 

8 
8 
8 
8 
8 
8 
8 
8 
8 


10 

8 
8 
8 
8 
8 
8 
8 
8 
8 
8 


10 
8 
8 
8 
8 
8 
8 
8 
8 
8 
8 
8 


10 

8 
8 
8 
8 
8 


1 to 1* 

l'i to IH 

m to in 

2 to 2^ 
IK to 2^ 
2M to 2H 
2 3 ^ to 2tf 






8 








8 










8 












8 














8 
















8 


















8 



Widths over 3 inches; list price, 10 cents. 
The above prices are for bars from 1 to 24 feet long, inclusive. 
Fractional or decimal sizes can be furnished promptly from mill. 

NET CUTTING EXTRAS — COLD ROLLED STEEL 

ROUNDS 

3 inches to 5 H inches long, net extra per pound 1 cent 

<j inches to 11 {j inches long, net extra per pound U cent 

12 inches to 23 fi inches long, net extra per pound >i cent 

24 inches to 59 H inches long net extra per pound ,'a cent 

Shorter than 3 inches a special price will be quoted upon application. 

Over 24 feet and less than 30 feet, net extra per pound .... M cent 

M) feet and less than 36 feet, net extra per pound 1 cent 

:<"> Feel and less than 40 feet, net extra per pound I ' .. cents 

40 feel and less than 4f> feet, net extra per pound 2 cents 

1". feel and over, net extra per pound J 1 .. Cents 

Boxing at cost. 

SQUARES AND FLATS Square Hut 

3 inches to 6 it inches long, net extra per pound . 1 cent 2 cents 
Binches to 11 |f Inches long, net extra per pound. Keen! l cent 
12 inches to 23 ff Inches long, net extra per pound, '..cent '■. cent 
24 inches to 50 H inches long, net extra per pound, > 4 cent ' 4 ce.u 
shorter than :i Inches, special prices will be quoted. 
Longer than 24 feet, same extras as long lengths of round shafting. 

HALF ROUNDS 

U inch to A inch, per pound 1<> cents 

1 I inch to !i Inch, per pound It cents- 

l 4 inch to 1 {( inch, per pound 12 cents 

i ' ... Inches to 9 Inches, per pound 10 cents 

Above for lengths ."> feel tO 24 feet, cutting extras, same as Hat>. 

HEXAGONS 

t extra per pound 1 cent 

pound \i cent 

pound \4 cent 

pound ,\, cent 

For lengths shorter than :< incites, ■pedal prices will be quoted. 



HEXAGONS 

'. inches to . r > ji inches long, net extra per 
i; inches to 11 { inches long, net extra per 

1 _' inches to '23 \\ inches long, net extra per 

2 t inches to 59 fl inches long, net extra per 



t RICAOO — J o I | 



Ryiil 



■ n — N 



R K 



PRICES AND CLASSIFICATIONS 821 

STANDARD STEEL PLATE EXTRAS 

Steel plates *4 inch thick and thicker, rectangular shapes, 100 
inches wide down to but not including 6 inches wide, of tank, ship 
or bridge quality, thickness being determined by Birmingham gauge 
on edge of plates — Base Price. 

Steel plates up to 72 inches wide, inclusive, ordered 10.2 pounds 
per square foot shall be considered % inch plate. Steel plates over 
72 inches wide must be ordered J4 m ch thick on edge or not less than 
11 pounds per square foot to take base price. Steel plates over 72 
inches wide ordered less than 11 pounds per square foot down to 
the weight of ye mcn shall take the price of y* inch. 

Percentages as to overweight on plates, whether ordered to gauge 
or weight, to be governed by the Association of American Steel 
Manufacturers' standard specifications. 

Gauges lighter than 34 m - to and including 

^s in. plates, on thin edges Per 100 lbs. extra $0 . 10 

Gauges No. 7 and No. 8 " " .15 

Gauge No. 9 " " .25 

Plates over 100 in. to 110 in. wide " " .05 

Plates over 110 in. to 115 in. wide " " .10 

Plates over 115 in. to 120 in. wide " " ,15 

Plates over 120 in. to 125 in. wide " " .25 

Plates over 125 in. to 130 in. wide " " .50 

Plates over 130 in. wide " " 1 .00 

Sketches, except wasteful and expensive cuts, 

which are subject to special agreement . . " " .10 

Complete Circles, 36 in. to 100 in " " .20 

Complete Circles, under 36 in. to 24 in " " .25 

Complete Circles, under 24 in. to 12 in " " .50 

Complete Circles, under 12 in " " 1 . 55 

Cutting to length under 3 ft. to 2 ft " " .25 

Cutting to length under 2 ft. to 1 ft " " .50 

Cutting to length under 1 ft " " 1 .55 

Boiler and Flange Steel Plates " " .10 

"A. B. M. A." and ordinary fire-box steel 

plates " " .20 

Still Bottom Steel " " .30 

Marine Steel Plates " " .40 

For Allowance for Overweight and Variations when ordered to 
gauge or weight, see page 843. 

Chicago — Joseph T. Ryerson & Son — New York 



822 V RICES AND CLASSIFICATIO X S 



PRICES FOR DISHING HEADS 



ADOPTED AS STANDARD BY THE STEEL PLATE MANUFACTURERS. 
APRIL 4, 1901 



Outside 


Maximum 
Depth 
of Dish, 
Inches 




T 


DCKMH OF H 


■AM I.N 


bona 




Diameter 

when 
Flanged 
Inches, 


and 


and and 

H H 


and 

H 


and 

H 


and 


and 

1 


1.4 
and 


12 


m 

2 

2H 

3'i 
4 

&A 
&A 

7H 

8 
9 

&A 
UH 

ISM 

13 
14 
15 

16 
17 
18 
19 

n 


$ 1.30 
1.30 
1.30 
1 50 
1.80 

2.30 
2.80 
3.50 
4.50 

6.50 
8.50 
10.50 
13.00 

15.50 
18.00 
22.00 


S 1.30$ 1.30 
1.30 1.30 
1.30 1.30 
1.30 150 












15 












18 


$ 1.30 










24 


1 .SO 


$ 2.00 








30 


1.50 

1.90 
2.30 
2.80 
3.50 

4.50 
6.00 
7.50 
9.50 

12.00 
15.00 
18.00 
22.00 

27.00 
33.00 


1.80 

2.30 
2.80 
3.50 
4.50 

6.50 
8.50 
10.50 
13.00 

15.50 
18.00 
S3 ini 
27.00 

33.00 
39.00 
46.00 
55.00 
67.00 


1.90 

2.50 
3.10 
4.00 
5.00 

7.00 
9.00 
11.00 
14.00 

17.00 
20.00 
24.00 
29.00 

34.00 
40.00 
47.00 
56.00 
68.00 


2.50 

3.00 
4.00 
5.00 
7.00 

9.00 
12.00 
15.00 
18.00 

21.00 
24.00 
28.00 
33.00 

38.00 
44.00 

11.00 

60.00 

72 ixi 


5 3.00 

4.00 
5.00 
6.00 
8.50 

J1.00 
14.00 
17.00 

20.00 

23.00 
27.00 
32 00 
37.00 

43.00 
49.00 
56.00 
65.00 
77.00 






36 






42 
48 
54 

60 
66 

72 
78 

84 
90 
96 
102 

108 
114 

120 


$ 6.00 
7.00 
10.00 

13.00 
16.00 
19.00 
22.00 

25.00 
30.00 
36 00 
42.00 

48.00 
54.00 
61.00 
70.00 
82.00 


$ 7.00 
8.50 
12.00 

15.50 
19.00 
22.50 
26.00 

29.50 
35 00 
41.00 
48.00 

55.00 

t',2 IH. 

69 00 


m 






7s ui 


ua 






90 00 











Above list Bubjed t(. current discounts irhioh will be furnished »>n 

application. 

Intermediate >i/.es and depth »»f dish varying from above will be 
quoted <>n ujm m inquiry, but in n<< case less than the next size greater 
on list. Theee prieeo d<> UOt include JUnyitg -simply dishing. 



(' II I < I .. • I III! T . R V I R - .. \ \ 1 \\ Y .. H K 



PRICES AND CLASSIFICATIONS 823 

PRICES FOR FLANGING HEADS 

ADOPTED AS STANDARD BY THE STEEL PLATE MANUFACTURERS, 
APRIL 4, 1901 





Thickness of Heads in Inches 


Outside Diameter 

in 

Inches 


& 


H 


and 

% 


and 


rV 

and 

% 


and 

H 


and 

% 


ft 

and 

1 


1% 
and 

IK 


12 to 17% 


$1.00 
1.00 
1.00 
1.20 

1.60 
2.00 
3.00 
4.00 


SI. 00 
1.00 
1.00 
1.20 

1.60 
2.00 
2.70 
3.50 

4.30 
5.50 
6.80 
8.20 

10.00 
12.20 
15.50 


$1.00 
1.00 
1.00 
1.10 

1.40 
1.80 
2.40 
3.00 

3.70 
4.50 
5.50 
6.80 

8.30 
10.10 
12.10 
15.00 

18.00 


$1.00 
1.00 
1.00 
1.20 

1.60 
2.00 
2.70 
3.50 

4.30 
5.50 
6.80 
8.20 

10.00 
12.20 
15.50 
19.00 

23.00 
27.00 
32.00 
37.00 
42.00 


$1.00 
1.00 
1.20 
1.70 

2.30 
3.00 
3.70 
4.40 

5.50 
6.70 
8.00 
9.40 

11.00 
14.30 
17.60 
21.00 

26.00 
31.00 
36.00 
41.00 
46.00 










18 " 23% 


$1.50 
1.80 
2.30 

2.90 
3.70 
4.70 
6.00 

7.30 
8.60 
9.90 
11.20 

12.50 
16.50 
20.50 
25.00 

30.00 
35.00 
41.00 
47.00 
53.00 








24" 29% 


$2.00 
2.70 

3.50 
4.40 
5.50 
6.90 

8.40 
9.90 
11.50 
13.20 

15.00 
18.20 
22.60 
27.00 

33.00 
39.00 
45.00 
51.00 
57.00 






30 " 35% 






36 ■ 41% 
42 " 47% 
48 ■ 53% 
54 ■ 59% 

60 " 65% 
66 ■ 71% 

72 " 77% 
78 ■ 83% 

84 " 89% 
90 ■ 95% 
96 " 101% 
102 " 107% 


$4.20 
5.40 
6.80 
8.50 

10.20 
11.90 
13.70 
15.70 

18.00 
20.30 
25.50 
30.00 

36.00 
43.00 
50.00 
57.00 
64.00 


$5.30 
6.70 
8.40 

10.20 

12.00 
13.80 
15.90 
18.30 

21.00 
24.00 
29.00 
34 00 


108 " 119% 






41 00 


120 " 127% 






49.00 


128 " 133% 








57 00 


134 ■ 139% 








65 00 


140 ■ 143% 








75 00 












Total Depth 


2" 


3" 


4" 


m' 


5" 


5V 2 " 


6" 


6%" 


V 



Above list subject to current discounts, which will be furnished 
on application. 

Where the total depth, including metal, radius and straight flange, 
exceeds the normal total depth given above, 10 per cent to be added 
to list for each additional \^ inch or fraction thereof. 



Chicago — Joseph T . Ryepson & Son — New York 



824 



R 1 C E S A N L> CLASS! 1 1 C A T 1 N S 



PRICES FOR FLANGING FLUE HOLES 



PRICES ADOPTED AS 


STANDARD BY STEEL PLATE MANUFACTURERS. 
APRIL 4. 1901 




Thickness of Hk« 


Inside Diameter of 
Flue Hole 


'Cr 


Aand^i 
Inch 


ii and *i 
Inch 


HandJ^ 
Inch 


« an.il 
Inch 


6 inch 


$ 2.00 

3.50 

4.00 

4 .id 
5.00 
6.00 

7.00 
8.00 
9.00 
10.00 

12.00 
15.00 
18.00 


$ 2.50 
3.50 
4.00 
4.50 

5.00 
fi.W 
7.00 
8.00 

9.00 
11.00 
13.00 
16.00 

19.00 
22.00 
26.00 


$ 4.00 
4.50 
5.00 
6.00 

7 00 
8.00 
9.00 
11.00 

13.00 
15.00 
18.00 
21.00 

25.00 
29.00 
33.00 


$ 5.00 
6.00 
7 00 
8.00 

9.00 
10.00 
12.00 
15.00 

18.00 
21.00 
24.00 
28.00 

33.00 
38.00 
43.00 


$ 6 00 


7, 8 and 9 inch 


7 00 


10, 11 and 12 inch 


8.00 


13, 14, 15 and 10 iuch 

17,18. 19 and 20 inch 

22 to 24 inch 


9.00 

11 00 
13.00 


26 to 28 inch 


16 00 


30 to 32 inch 


19.00 


34 to 36 inch 


22.00 


38 to 40 inch 


26.00 


42 h> 14 inch 


30.00 


46 to 48 inch 


35.00 


50 to 52 inch 


40 00 


54 to 5G inch 


45 00 


58 to 60 inch 


51.00 







Material punched out of centers to be retained by manufacturers. 

Sizes other than those shown to be quoted on, but in no case price 
to be less than price of size immediately above same on list. An 
extra charge may have to be made in case holes are to be flanged in 
very heavy plates, which would entail extra expense for handling. 

The above list does not apply to collar flanges. 



PRICE OF DRILLING FLUE HOLES 





Thickness or Plates in Inches 


Diameter of Hole 
in Inches 


\ 4 to t \ to j j 
Each Each 


A' 

Each 


\ l i to 2 inches 


$0.06 
.07 
.08 
.11 
.13' j 
.15 


|0 N 

.07 
.08 
.11 
13> 
.15 


$0.06 


. inches 


.07 


2 i to 3 inches 






.11 




.IS] . 


4>_» inches 


.15 



PRICE OF PUNCHING FLUE HOLES 





Tun mn i>f Pi vtes in [hcBB 


Diameter oi 
in Inches 


1 . to ft 


IB* 


Ato* 
Each 




$0 04 
08 
06 
07 

07' i 


$0 05 
.06 

"7 


$0 06 





.08 


M i to 4 inobi • 

4' 2 inches 


.00 
10 



I <>r i>ri<-< mi Flanged ManhoJeeand EIandholee,eee pages 112 to 4H. 



Ca ic ago -Joiipb l . Rtiii N i w VuRK 



PRICES AND CLASSIFICATIONS 



835 



PRICE LIST STANDARD STEEL AND CHARCOAL 
IRON TUBES 



1 








I.-3 


3 S3 3 


1 Extra 


2 Extra 


3 Extra 


4 Extra 


a 


1 


L 

l! 

go 


Is 

.2 § 


Wire 


Wire 


Wire 


Wire 






ssfi 


« S O 


Gauge 


Gauges 


Gauges 


Gauges 


a) a 

8 


| 

$0.35 


1 
$0.35 


o 
$0.38 


"q3 

GO 

$0.38 


§ 
$0.42 


1 
m 

$0.42 


$0.45 


02 


! 


$0.30 


13 


.095 


.90 


.2618 


$0.45 


1M 


.28 


13 


.095 


1.15 


.3272 


.33 


.33 


.36 


.36 


.39 


.39 


.43 


.43 


1H 


.27 


13 


.095 


1.40 


.3927 


.32 


.32 


.34 


.34 


.38 


.38 


.42 


.42 


154 


.22 


13 


.095 


1.679 


.4581 


.26 


.26 


.30 


.28 


.33 


.31 


.36 


.34 


2 


.20 


13 


.095 


1.932 


.5236 


.24 


.22 


.28 


.24 


.32 


.27 


.36 


.29 


2^ 


.22 


13 


.095 


2.186 


.5891 


.27 


.25 


.31 


.28 


.35 


.30 


.38 


.33 


2^ 


.28 


12 


.109 


2.783 


.6545 


.34 


.31 


.39 


.34 


.44 


.37 


.49 


.41 


2^ 


.31 


12 


.109 


3.074 


.7200 


.38 


.34 


.44 


.38 


.51 


.42 


.57 


.46 


3 


.34 


12 


.109 


3.365 


.7854 


.41 


.37 


.48 


.41 


.55 


.45 


.62 


.50 


3M 


.40 


11 


.120 


4.011 


.8508 


.48 


.45 


.55 


.50 


.63 


.55 


.70 


.59 


3H 


.43 


11 


.120 


4.331 


.9163 


.52 


.49 


.60 


.53 


.68 


.59 


.76 


.64 


3M 


.47 


11 


.120 


4.652 


.9818 


.56 


.52 


.65 


.57 


.73 


.63 


.82 


.69 


4 


.55 


10 


.134 


5.532 


1.0472 


.65 


.61 


.74 


.68 


.83 


.74 


.92 


.83 


4H 


.62 


10 


.134 


6.248 


1.1781 


.73 


.69 


.83 


.77 


.94 


.83 


1.04 


.93 


5 


.76 


9 


.148 


7.669 


1.3090 


.88 


.86 


1.00 


.93 


1.10 


1.04 


1.23 


1.13 


6 


1.02 


8 


.165 


10.282 


1.5708 


1.12 


1.12 


1.26 


1.26 


1.36 


1.36 


1.47 


1.47 


7 


1.20 


8 


.165 


12.044 


1.8326 


1.32 


1.32 


1.48 


1.48 


1.60 


1.60 


1.72 


1.72 


8 


1.38 


8 


.165 


13.807 


2.0944 


1.50 


1.50 


1.69 


1.69 


1.83 


1.83 


1.97 


1.97 


9 


1.70 


7 


.180 


16.955 


2.3562 


1.91 


1.91 


2.07 


2.07 


2.23 


2.23 


2.42 


2.42 


10 


2.12 


6 


.203 


21.240 


2.6180 


2.30 


2.30 


2.49 


2.49 


2.70 


2.70 


2.95 


2.95 


11 


2.53 


5 


.220 


25.329 


2.8798 


2.74 


2.74 


2.98 


2.98 


3.26 


3.26 


3.43 


3.43 


12 


2.88 




.229 


28.788 


3.1416 


3.12 


3.12 


3.40 


3.40 


3.65 


3.65 


4.00 


4.00 


13 


3.24 


i" 


.238 


32.439 


3.4034 


3.53 


3.53 


3.86 


3.86 


4.07 


4.07 


4.60 


4.60 



Tubes more than four gauges heavier than Standard will be charged 
per pound. 

Boiler Tubes to Master Mechanics Association, United States 
Navy, or other similar severe specifications, special prices on 
application. 

IYl inch and smaller over 18 feet, 10 per cent net extra. 

2% inch and larger over 22 feet, 10 per cent net extra. 



THREADING STAY TUBES 

In threading 2% inch and smaller tubes for a length up to 3 
inches, 12 cents per end. For threading 3 inch to 5 inch, inclusive, 
tubes for length up to 3 inches 20 cents per end. Longer threads in 
the same proportion. 

For stock, see pages 401 and 403. 



Chicago — Joseph T. Ryerson 



Son — New York 



826 



< IS A N l> CLASSIFICA T IONS 



EXTRAS FOR WIDTHS AND LENGTHS 
BLACK STEEL SHEETS 







WIDTHS 




No. 16 and heavier. 




15 in. and wider No extra 


No. 16 and heavier. 


Under 15 in. to 12 in.. 
12 in. to 6 in.. 


.Per 100 lbs. extra 10.05 
.10 


No. 17 and 18. 


Over 
Over 

Unde 

« 


20 in. to 36 in.. 
36 in. to 48 in.. 
48 in 


. No extra 

.Per 100 lbs. extra $0.05 
" u .10 




r 20 in. to 12 in.. 
12 in. to 6 in.. 


.05 
.10 


No. 19 and lighter. 


« 


24 in. to 12 in.. 
12 in. to 6 in.. 


.10 
.20 


No. 19 to 21. 


Over 


32 in. to 36 in.. 
36 in. to 44 in.. 
44 in. to 48 in.. 


. No extra 

.Per 100 lbs. extra $0.15 
.25 


No. 22 to 24. 


u 


32 in. to 36 in.. 
36 in. to 40 in. . 
40 in. to 48 in.. 


. No extra 

.Per 100 lbs. extra $0.20 
.40 


N<>. 25 and 26. 


.. 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in.. 


. No extra 

.Per 100 lbs. extra $0.20 
.40 


No. 27. 


.. 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in.. 


. No extra 

.Per 100 lbs. extra $0.20 
.40 


No. 28. 


1 


32 in. to 36 in.. 
36 in. to 40 in.. 


.10 
.40 


No. 29 and 30. 


u 


32 in. to 36 in.. 

LENGTHS 


.10 


No. 16 and heavier. 




40 in. and longer No extra 


No. 16 and heavier. 


Under 40 in. to HO in. 


Per KM) lbs. extra $0.05 



u 30 in. to IS in... " ■ .10 

No. 17 and 18. 48 in. to 144 in. No extra 

Over 144 in Per 100 lbs. extra $0 . 10 

Under 48 in. to 30 in.. . ■ .05 

u 30 in. to 18 in... u ■ .10 

No. 19 and lighter. 00in.tol32in. No extra 

Over 132 in. to 1 41 in. Per 100 lbs. extra $0. 
Under 60 in. to 30 in... 



" 30 in. to 18 in... 
I taden for lea than 10 btmdlea or 1"><H) lbs. of 

one commodity 

Odd sizes when ordered in Iota of leaa than 

40001b* of a alee 

Extrai f<>r Quality on next page. 



10 
10 
20 



id 



K) 



Chicago -Jo i i r a I R \ b w Y o r k 



V RICES AND CLASSIFICATIONS 



837 



EXTRAS FOR QUALITY — BLACK STEEL SHEETS 



Three Pass, cold rol 
Single Pickled, cold 
Full Pickled, cold re 


led an< 
rolled 
►lied ar 
re-squ 
re-squ 


i annealed 

and annealed. . . . 
id annealed 


Per 100 lbs. extra $0.10 

.30 

" .50 


Roller leveling and 
Patent leveling and 
Uniform blue 


iring 

iring 


.10 
.35 

" " . 10 


Skeleton crating. . . . 






" " .25 


Full boxing 






« « .40 


EXTRAS 


FOR 


WIDTHS AND LENGTHS 


GALVANIZED STEEL SHEETS 






WIDTHS 




No. 10 to 15, incl. 


Over 
u 

a 


32 in. to 40 in.. 
40 in. to 44 in.. 
44 in. to 48 in. . 


No extra 

Per 100 lb^. extra $0.10 
.20 


No. 16 to 18, incl. 


a 
a 
a 


32 in. to 36 in.. 
36 in. to 44 in.. 
44 in. to 48 in.. 


No extra 

Per 100 lbs. extra $0.10 
.20 


No. 19 to 21, incl. 


a 

« 
u 

« 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in.. 
44 in. to 48 in.. 


No extra 

Per 100 lbs. extra $0.20 

.30 

" " .40 


No. 22 to 24, incl. 


u 
a 

a 

« 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in.. 
44 in. to 48 in. . 


. . No extra 

Per 100 lbs. extra $0.20 
.40 
.60 


No. 25 and 26. 


a 
a 

« 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in. . 


No extra 

Per 100 lbs. extra $0.30 
.60 


No. 27. 


a 
a 
a 


32 in. to 36 in.. 
36 in. to 40 in.. 
40 in. to 44 in. . 


No extra 

Per 100 lbs. extra $0.50 
.75 


No. 28. 


« 
a 


32 in. to 36 in.. 
36 in. to 40 in. . 


. 10 
.50 


No. 29 and 30. 


a 


32 in. to 36 in.. 


.10 


No. 24 and heavier. 


Under 24 in. to 12 in.. 
" 12 in. to 9 in.. 


. 10 
.20 


No. 25 and lighter. 


a 


24 in. to 12 in.. 

LENGTHS 


. 15 


No. 10 to 30, incl. 


Under 60 in. to 30 in.. 
" 30 in. to 24 in.. 
Over 132 in. to 144 in 


Per 100 lbs. extra $0.10 
.15 
.10 


Orders for less than 10 bundles or 1500 lbs. o 
one commodity 


r 

.10 


Odd sizes when ordered in 
4000 lbs. of a size 


lots of less thar 


L 

.10 



Chicago — Joseph T. Ryerson & Son — New York 



828 



l'RH E S A N !) C L A S S I F 1 C A T I O N S 



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CiiicacO' 



Joseph T . Rtiii I I Soi — Nl« York 



ICES AND CLASSIFICATIONS 
TINNERS' RIVETS 

PRICE LIST AND DIMENSIONS 



r ft i 

T 



T 





Black Rivets 


Black Rivets 


Metallic 


Tin Plated 


Length, 
Inches 


Diameter 
B.W.G. 


Size 


in Pkgs. of 
1000 


in Bulk 
per Pound* 


Tinned Rivets 
Pkgs. of 1000 


Rivets in 
Pkgs. of 1000 


8oz. 


$0.22 


$0.42 


$0.31 


$0.26 


5 
32 


13K 


10 " 


.24 


.38 


.35 


.29 


H 


13 


12 " 


.26 


.35 


.39 


.32 


_3_ 
16 


12^ 


14 " 


.28 


.33 


.43 


.35 


3 
T6 


12 


1 lb. 


.29 


.30 


.47 


.37 


64 


11% 


IH U 


.32 


.27 


.54 


.42 


7 
32 


11 


m u 


.37 


.26 


.64 


.49 


H 


10K 


i% u 


.41 


.25 


.72 


.55 


H 


10 


2 ■ 


.44 


.24 


.79 


.59 


17 
64 


9K 


2H" 


.56 


.24 


1.00 


.75 


A 


9 


3 " 


.62 • 


.23 


1.15 


.85 


5 
16 


SU 


&/?," 


.72 


.23 


1.34 


.99 


21 
64 


8 


4 " 


.79 


.22 


1.49 


1.09 


11 
3~2 


7H 


5 ■ 


1.00 


.22 


1.88 


1.38 


H 


6% 


6 " 


1.12 


.21 


2.17 


1.57 


25 


6 


7 " 


1.31 


.21 


2.54 


1.84 


13 
32 


514 


8 " 


1.50 


.21 


2.90 


2.10 


7 


m 


9 ■ 


1.68 


.21 


3.26 


2.36 


29 


4¥ 


10 « 


1.77 


.20 


3.52 


2.52 


15 
32 


4 


12 " 


2.06 


• 19H 


4.16 


2.96 


V?, 


3 


14 ■ 


2.40 


• 19^ 


4.85 


3.45 


33 
67 


2 


16 " 


2.77 


-19H 


5.57 


3.97 


17 
32 


1 



*For Metallic Tinning, add 33^ cents per pound. 

Copper and Tin Plating of Bulk Rivets, 13^ cents per pound net 
extra. Galvanizing of Bulk Rivets, 2 cents extra. 

LIST EXTRAS— For 25 and 50 pound boxes, deduct 2 cents per 
pound. For 100 and 200 pound kegs, deduct 4 cents per pound. 

MILL EXTRAS ON RIVETS Per 100 Pounds 

Yz inch and ye inch diameters $0 . 50 

% inch and H inch diameters 15 

Rivets larger than \\i inch diameter 25 

Lengths 1 inch and shorter 50 

Lengths between 1 inch and 2 inches 25 

Lengths over 5 inches 25 

Flat Head Rivets 25 

All Standard Countersunk Head Rivets 25 

Rivets, Swell Necks 25 

Special Heads,otherthanourregular standards, minimum charge . 25 
Cold, or Hot Made Solid Die Rivets, when specially specified . . 25 

Annealing Cold Made Rivets, 3^ inch diameter and larger 35 

Small orders for miscellaneous sizes for less than two tons to 

parties not under contract 10 

Rivets packed in 100 pound packages 10 

No shipments made of less than 100 pounds of one size; broken 
kegs, 50 cents extra. 

Chicago — Joseph T. Ryerson & Son — New York 



830 



T R 1 C E S A N l> CLASS! 1 1 C A T I U N S 



STANDARD WROUGHT 
STEAM, GAS AND WATER PIPE 

FULL STANDARD WEIGHT— BLACK AND GALVANIZED 

ALL WEIGHTS AND DIMENSIONS ARE NOMINAL 







Diameters 




Weioht per Foot 


No. of 


Sue 


Price )ht 
Foot 


External 


Internal 


Thick- 
ness 


Plain Ends 


Threads 

and 
Couplings 


'1 hn-a«ls 
per Inch 
of Screw 


H 
H 
H 


$0 . 05 X A 
.06 
.06 
.08^ 


.405 
.540 
.675 
.840 


.269 
.364 
.493 
. 622 


.068 
.088 
.091 
.109 


.244 
.424 
.567 
.850 


.245 
.425 
.568 
.852 


27 
18 
18 
14 




.11^ 

.17 

.23 

.27^ 


1.050 
1.315 

1.660 
1.900 


.824 
1.049 

1.380 
1.610 


.113 
. 133 
.140 
.145 


1.130 
1.678 
2.272 
2.717 


1.134 
1.684 
2.281 
2.731 


14 

1 1 1 

11H 
11M 


2 

2H 

3 

3^ 


.37 
.58^ 
.76^ 
.92 


2 . 375 

2.875 
3.500 
4.000 


2.067 
2.469 
3.068 
3.548 


.154 
.203 
.216 
.226 


3 . 652 
5.793 

7.575 
9.109 


3 . 678 
5.819 
7.616 
9.202 


11 H 

8 
8 

8 


4 

5 
6 


1.09 
1.27 
1.48 
1.92 


4.500 
5.000 
5.563 
6.625 


4.026 
4.506 
5.047 
6.065 


.237 
.247 
.258 
.280 


10.790 
12.538 
14.617 
18.974 


10.889 
12.642 
I » .810 
19.185 


8 
B 

8 
8 


7 
8 
8 
9 


2.38 
2.50 
2.88 
3.45 


7.625 
8.625 
8.625 
9.625 


7.023 
8.071 
7.981 
8.941 


.301 
.277 
. 322 
.342 


23 . 544 
24.696 

28 . 554 
33 . 907 


23.769 

25.000 
28 . 809 

34. INS 


8 

8 
8 
8 


10 
10 
10 
11 


3.20 
3 . 50 
4. 12 

4.63 


10.750 
10.750 
10 750 
11.750 


10.192 
10.136 
10.020 
1 1 . 000 


.270 
.307 
. 365 
. 375 


31.201 

34 . 240 
40.483 
15 557 


32.000 
35.000 
41 . 132 
16.247 


8 

8 
8 
8 


12 

12 
13 
1 1 
15 


4.50 
5.07 
5.60 

B. 1<) 
6.50 


12.750 
12.750 
14.000 
15.000 
16.000 


12.000 

12.000 
13.250 
1 \ 250 
15.250 


. 330 
.375 
.375 
.375 
.875 


43.773 

19.562 

;>i 568 
58 573 
62.679 


#5.000 
50.706 

55 82 1 
60.375 
64 600 


a 

B 

8 
B 
8 



On orders for 8. 10 and 12 inch pipe which do not specify the 
freight desired, ire will furnish 8 inch _'."> pound, 10 inch :<."> pound, and 
i_' Inch 45 pound pipe, respectively. 

The permissible variation In freight is 5 per cent shove sad 5 per 

cent below. 

Furnished with threads and Coupling! and in random lengths, 

unless otherwise ordered. 

All weights given in pounds. All dimensions given in inches. 
For cut Isngl III an « \tra ohSfge will hi' made above random lengths. 
For pipe smoothed On the inside, known as reamed and drifted, an 
extra Charge \sid DS made abOVe standard pipe. 

For salvanlsed or coated pipe, an extra charge will !>•• made SDOVe 

Mack. 



Chicago— Jotsra T, u ■* » « 



N ^ N V 



PRICES AND CLASSIFICATIONS 



831 



EXTRA STRONG WROUGHT PIPE 

BLACK AND GALVANIZED 

ALL WEIGHTS AND DIMENSIONS ARE NOMINAL 





Price per 


Diameters 


Thickness 


Weight per 


Size 






Foot 




Foot 


External 


Internal 




Plain Ends 


H 


$0.12 


.405 


.215 


.095 


.314 


H 


.07H 


.540 


.302 


.119 


.535 


% 


.07 y 2 


.675 


.423 


.126 


.738 


Vi 


.11 


.840 


.546 


.147 


1.087 


% 


.15 


1.050 


.742 


.154 


1.473 


1 


.22 


1.315 


.957 


.179 


2.171 


IH 


.30 


1.660 


1.278 


.191 


2.996 


IH 


.36H 


1.900 


1.500 


.200 


3.631 


2 


• 50M 


2.375 


1.939 


.218 


5.022 


2K 


.77 


2.875 


2.323 


.276 


7.661 


3 


1.03 


3.500 


2.900 


.300 


10.252 


SV2 


1.25 


4.000 


3.364 


.318 


12 . 505 


4 


1.50 


4.500 


3.826 


.337 


14 . 983 


±Vl 


1.80 


5.000 


4.290 


.355 


17.611 


5 


2.08 


5.563 


4.813 


.375 


20 . 778 


6 


2.86 


6.625 


5.761 


.432 


28 . 573 


7 


3.81 


7.625 


6.625 


.500 


38.048 


8 


4.34 


8.625 


7.625 


.500 


43 . 388 


9 


4.90 


9.625 


8.625 


.500 


48 . 728 


10 


5.48 


10 . 750 


9.750 


.500 


54 . 735 


11 


6.10 


11.750 


10.750 


.500 


60 . 075 


12 


6.55 


12 . 750 


11.750 


.500 


65 . 415 



The permissible variation in weight is 5 per cent above and 5 
per cent below. 



DOUBLE EXTRA STRONG WROUGHT PIPE 

ALL WEIGHTS AND DIMENSIONS ARE NOMINAL 





Price per 
Foot 


Diameters 


Thickness 


Weight per 


Size 






Foot 




External 


Internal 




Plain Ends 


H 


$0.32 


.840 


.252 


.294 


1.714 


H 


.35 


1.050 


.434 


.308 


2.440 


1 


.37 


1.315 


.599 


.358 


3.659 


1M 


.52^ 


1.660 


.896 


.382 


5.214 


1% 


.65 


1.900 


1.100 


.400 


6.408 


2 


.91 


2.375 


1.503 


.436 


9.029 


2V 2 


1.37 


2.875 


1.771 


.552 


13.695 


3 


1.86 


3.500 


2.300 


.600 


18.583 


3K 


2.30 


4.000 


2.728 


.636 


22 . 850 


4 


2.76 


4.500 


3.152 


.674 


27 . 541 


4^ 


3.26 


5.000 


3.580 


.710 


32 . 530 


5 


3.86 


5.563 


4.063 


.750 


38.552 


6 


5.32 


6.625 


4.897 


.864 


53.160 


7 


6.35 


7.625 


5.875 


.875 


63 . 079 


8 


7.25 


8.625 


6.875 


.875 


72.424 



The permissible variation in weight is 10 per cent above and 10 
per cent below. 

All weights given in pounds. All dimensions given in inches. 

EXTRA HEAVY OR HYDRAULIC TUBES 

Away from Standard 
SPECIAL PRICES GIVEN ON APPLICATION 

Chicago — Joseph T. Ryerson & Son — New York 



832 



PRICKS A N I) CLASS] F I C A T I O N S 



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\ S 



N I W \ u R K 



PRICES AND CLASSIFICATIONS 



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Chicago — Joseph T. Ryerson & Son — New York 



83* 



PRICES AND CLASSIFIC A T IONS 



TOOL STEEL CLASSIFICATION 

ALL DIMENSIONS INCLUSIVE 
ROUNDS. SQUARES AND OCTAGONS 

% to 2 inches take base price. 





Price 




Price 


Size in Inches 


per Pound 


Size in Inches 


per Pound 




Extra 




Extra 


2% to 3 


SO 01 


Ato^ 


$0,001 ., 


zy 8 to 4 


01».> 


rVto-% 


.01 


4^ to 5 


.02 


Aarnl 1 ,!. 


.02 


5^to6 


.02H 


■i und^ 


.03 


QVs to 7 


.03 


A 


05 


7H to 8 


OVA 


H 


.18 



FLATS 

Y% to 2 inches thick xA to 2 inches wide take base price. 





Price 




Price 


Sixe in Inches 


per Pound 


Size in Inches 


per Pound 




Extra 




Extra 


Vsx A 


$0.20 


Ax % to % 


$.01> 2 


Vsx H 


.15 


Ax B to 8 


01 


Vsx A 


.08 


: f .sx A to 8 


.01 


>8X ^ 8 


.04 


Ax Hto8 


.01 


3^x A to H 


.03 


Vix Ato8 


.01 


Kx A to 7 


.02 


Ax2^to8 


.01 


Hx7y 8 to8 


.03 


Y 8 to 2 x2>^ to 7 


.01 


Ax M 


.05 


^ to 1^x7^ to 8 


.01 


_3_ v -?- 
l«X i6 


.04 


1J^ to 2x7^ to 8 


OP. 


Ax H 


.03 


2J^ to 3x2!^ to 5 


.01 


Ax A to % 
Ax H to 2 


.02 


2^to3xo 1 sto8 


01 J 2 


.01'., 


3}^to4x3Kto6 


.oij-5 


Ax-'N to 7 


.01'., 


3 1 8 to4xG 1 s toS 


02 


Ax7Hto8 


.02 


4\to.-,\l'. to 7 


()_' 


Mx At- 


02 


4^ to 5x7* k to 8 


.02] • 


!4x A to % 


0V-, 


5Hto6x5Hto8 


o_»,, 


Hx [I to 2 


01' , 


6>£to7x6>£to7 


.03 


'.x2^to7 


01 


(i'v to8x7Kto8 


03'-. 


Kx7^ to 8 


02 







Intermediate sizes take the next higgler price. 



CUTTING TO SPECIFIED SINGLE AND MULTIPLE LENGTHS 


Length in Inches 


Price 

per Pound 
Extra 


I. ninth in Inches 


Price 

per Pound 
Extra 


24 <>r over 
18 to 24 


SO (MO,, 
01 


12 to 18 
6 to 12 


I0.01H 

02 



Less than 6 inches, contract price. 
1 cut per pound extra for annealing. 

CmCAl I i r M T • K v i k v ,. s | Son - N i w Y ■ > R K 



r ft T C E S AND CLASSIFICATIONS 



835 



MANUFACTURERS' STANDARD 
SPECIFICATIONS 

REVISED 1912 



STRUCTURAL STEEL 

GRADES 

1. These specifications cover three classes of structural steel, 
namely: 

Class A steel, to be used for railway bridges and ships. 
Class B steel, to be used for buildings, highway bridges, train 
sheds and similar structures. 

Class C steel, to be used for structural rivets. 

I. MANUFACTURE 
PROCESS 

2. Steel for Classes A and C shall be made by the open-hearth 
process. Steel for Class B may be made either by the open-hearth 
or by the Bessemer process. 



II. CHEMICAL PROPERTIES AND TESTS 
CHEMICAL COMPOSITION 

3. The steel shall conform to the following requirements as to 
chemical composition: 



Elements Considered 


Class A 
Steel 


Class B 
Steel 


Class C 

Steel 


Phosphorus, maximum, per cent : 

Basic open-hearth 

Acid, open-hearth 

Bessemer 


0.04 
0.06 


0.06 
0.08 
0.10 


0.04 
0.04 


Sulphur, maximum, per cent 


0.05 


0.045 



LADLE ANALYSES 

4. To determine whether the material conforms to the require- 
ments specified in Section 3, an analysis shall be made by the manu- 
facturer from a test ingot taken during the pouring of each melt. A 
copy of this analysis shall be given to the purchaser or his repre- 
sentative, if requested. 

CHECK ANALYSES 

5. A check analysis of Class A and Class C steel may be made 
by the purchaser from finished material representing each melt, in 
which case an excess of 25 per cent above the requirements specified 
in Section 3 shall be allowed. 

Chicago — Joseph T. Ryerson & Son — New York 



8.16 



PRIC E S A N I) CLASS! 1 [CATIONS 



III. PHYSICAL PROPERTIES AND TESTS 

TENSION TESTS 

6. The steel shall conform to the following requirements as to 
tensile properties: 



Properties Considered 



Class A Steel 



Class B Steel 



Class C Steel 



Tensile strength, pound 
per square inch 

Yield point, minimum, 
pound per square inch 

Elongation in 8 inches, 
minimum, per cent . . 

Elongation in 2 in., min., 
per cent (Fig. 2) 



55,000-6o,000 

0.5 tens. str. 

1,400,000 t 
tens. str. 

22 



55,000-65,000 * 

0.5 tens. str. 

1,400,000 f 
tens. str. 

22 



46,000-56,000 

0.5 tens. str. 

1,400,000 
tens. str. 



•See Section 8. 



fSee Section 9. 



YIELD POINT 

7. The yield point shall be determined by the drop of the l>eam 
of the testing machine. 

MODIFICATION IN TENSILE STRENGTH 

8. Class B steel may have tensile strength up to 70,000 pounds 
maximum, provided the elongation is not less than the percentage 
required for 65,000 pounds tensile strength. 

MODIFICATIONS IN ELONGATION 

9. (a) For material over J^ inch in thickness, a deduction of 1 
from the percentage of elongation in 8 inches specified for Class* ■> A 
and B in Section 6 shall be made for each increase of \ * inch in thick- 
ness above % inch, to a minimum of IS per cent. 



(b) For material under 



thickness, a deduction of 



from the percentage of elongation in 8 inches specified for Cla>- 
and B in Section 6 shall be made for each decrease of r\ inch in thick- 
ness below f s inch. 

CHARACTER OF FRACTURE 

10. All broken tension test specimens shall show a silky fracture. 

BEND TESTS 

11. (a) The t.--t specimen for plates, nhaprn and bars shall bend 

cold through 1st) degrees without fracture 00 the outside of the benfl 
portion, as follows: lor material K \ inch and under in thick- 
flat on itself; for material over : Vj inoh tip to l' ; inches in thick- 
ness, around a pin the diameter of which is equal to 1 | _, times the 



nes8, around a pin the diameter of which is equal SO twice 
thickness of the specimen. 



the 



(' R1CAOO • Joi I r 11 T ■ RYIIIOM I SOS Nl« Y <> R K 



PRICES AND CLASSIFICATIONS 



837 



(b) The test specimen for pins and rollers shall bend cold through 
180 degrees around a 1 inch pin without fracture on the outside of 
the bent portion. 

(c) A rivet rod shall bend cold through 180 degrees flat on itself 
without fracture on the outside of the bent portion. 

(d) Bend tests may be made by pressure or by blows. 

TEST SPECIMENS 

12. (a) Tension and bend test specimens shall be taken from 
the finished rolled or forged product, and shall not be annealed or 
otherwise treated, except as specified in Section 13. 

(b) Tension and bend test specimens for plates, shapes and bars, 
except as specified in paragraph (c), shall be of the full thickness of 
material as rolled, and with both edges milled to the form and dimen- 
sions shown in Fig. 1, or may have both edges parallel. 



l£ v- 5i <Ck- P**™" 6 ' section 



not less than 9' 



+4- 



*m 



i 

I etc. 

1 

■ About 18" 



X 

i 

About 2" 



Fig. 1 

(c) Tension and bend test specimens for plates and bars (except 
eye-bar flats) over \ l /2 inches in thickness or diameter may be turned 
or planed to a diameter or thickness of at least % inch for a length 
of at least 9 inches. 

(d) Tension and bend test specimens for pins and rollers shall be 
taken parallel to the axis, 1 inch from the surface of the bar. Tension 
test specimens shall be of the form and dimensions shown in Fig. 2. 
Bend test specimens shall be 1 inch by }/% inch in section. 




4|/4" 

2«/4'--" 



Jfr*- - y 4 - 




*%"* 2" 

Fig. 2 
(e) Rivet bars shall be tested in full-size section as rolled. 

ANNEALED SPECIMENS 

13. Test specimens for material which is to be annealed or other- 
wise treated before use, shall be cut from properly annealed or 
similarly treated short lengths of the full section of the piece. 



Chicago — Joseph T. Ryerson & Son — New York 



Sf».S P R I C E S AND CLASS1 F [CATIONS 

NUMBER OF TESTS 

14. (a) At least one tension test and one bend test shall be made 
from each melt. If material from one melt differs 3 £ inch or more in 
thickness, tests shall be made from both the thickest and the 
thinnest material rolled. 

(b) If any test specimen develops flaws, or in an 8 inch tension 
test specimen breaks outside the middle third of the gauge length, 
or if a 2 inch tension test specimen breaks outside the gauge length, 
it may be discarded and another specimen substituted therefor. 

(c) Material intended for fillers or ornamental purposes will not be 
subject to test. 

IV. PERMISSIBLE VARIATIONS IN WEIGHT AND GAUGE 
PERMISSIBLE VARIATIONS 

15 (a) The sectional area or weight of each structural shape or 
rolled-edge plate shall not vary more than 2.5 per cent from theo- 
retical or specified amounts. 

(b) The thickness or weight of each sheared plate shall conform to 
the schedule of permissible variations, Manufacturers' Standard 
practice, appended to these specifications. 

(c) The weights of angles, tees, zees and channels of bar sizes, 
and the dimensions of rounds, squares, hexagons and flats, shall 
conform to the Manufacturers' Standard practice governing the 
allowable variations in size and weight of hot-rolled bars, appended 
to these specifications. 

V. FINISH 
FINISH 

16. The finished material shall be free from injurious defects, 
and shall have a workmanlike finish. 

VI. MARKING 

MARKING 

17. The name of the manufacturer and the melt number shall 
be legibly marked, stamped or rolled upon all finished material. 
except that each pin and roller shall be stamped on the end. Rivet 
and lattice steel and other small pieces may he shipped in securely 
fastened bundles, with the above marks legibly stamped on attached 
metal tags. Test specimens shall have their melt numbers plainly 
marked <»r stamped. 

VII. INSPECTION AND REJECTION 
INSPECTION 

Is. Tin- inspector representing the purchaser shall have free 

entry, at all times while work 00 the contract of the purchaser is 
being performed, to all parts of the manufacturer's works which 
ion .rn the manufacture of the material ordered. The manufacturer 

shall afford the inspector, free of cost, all resaonsble facilities to 

satisfy him that the material is being furnished in accordance with 

tfieations. All tests and inspection shall be made at the 

place of manufacture prior to shipment, and shall l>e so conducted 

.is not to interfere unnecessarily with the operation of the works. 

CSICAOO I irii I " . Rtbisom I S ■ V << R K 



PRICES AND CLASSIFICATIONS 



839 



REJECTION 

19. Material which, subsequent to the above tests at the mills 
and its acceptance there, develops weak spots, brittleness, cracks or 
other imperfections, or is found to have injurious defects, may be 
rejected at the shop, and shall then be replaced by the manufacturer 
at his own cost. 



BOILER STEEL 



GRADES 



1. There shall be three grades of steel for boilers, namely: flange, 
fire box, and boiler rivet. 



I. MANUFACTURE 
PROCESS 

2. The steel shall be made by the open-hearth process. 

II. CHEMICAL PROPERTIES AND TESTS 
CHEMICAL COMPOSITION 

3. The steel shall conform to the following requirements as to 



chemical composition: 



Elements Considered 


Flange 
Steel 


Fire Box 

Steel 


Boiler Rivet 
Steel 


Manganese, per cent 

Phosphorus, max., per cent: 
Basic 


0.30 to 0.6. 

0.04 
0.05 
0.05 


0.30 to 0.50 

0.035 

0.04 

0.04 


0.30 to 0.50 
0.04 


Acid 


0.04 


Sulphur, max., per cent 


0.045 



LADLE ANALYSES 



4. To determine whether the material conforms to the require- 
ments specified in Section 3, an analysis shall be made by the manu- 
facturer from a test ingot taken during the pouring of each melt. 
A copy of this analysis shall be given to the purchaser or his 
representative. 

CHECK ANALYSES 

5. A check analysis may be made by the purchaser from a 
broken tension test specimen representing each plate as rolled, 
and this analysis shall conform to the requirements specified in 
Section 3. 

Chicago — Joseph T. Ryerson & Son — New York 



S40 PRICES AND CLASSIFICATIONS 

III. PHYSICAL PROPERTIES AND TESTS 

TENSION TESTS 

6. The steel shall conform to the following requirements as to 
tensile properties: 



Properties Considered 


Flange 
Steel 


Fire Box 
Steel 


Boiler Rivet 
Steel 


Tensile strength, pound 
per square inch 

Yield point, minimum 
pound per square inch . 

Elongation in 8 inches, 
minimum, per cent .... 


55,000-05,000 

0.5 tens str. 
1,450,000* 
tens. str. 


52,000-62,000 

0.5 tens str. 
1,450,000* 
tens. str. 


45,000-55,000 

0.5 tens. str. 
1,450,000 

tens. str. 



•Sec Section 8. 



YIELD POINT 



7. The yield point shall be determined by the drop of the beam 
of the testing machine. 

MODIFICATIONS IN ELONGATION 

8. (a) For plates over ? 4 inch in thickness, a deduction of 0.5 
from the specified percentage of elongation will be allowed for each 
increase of 3 8 inch in thickness above z /i inch, to a minimum of 
20 per cent. 

(b) For plates under rs inch in thickness, a deduction of 2.5 from 
the percentage of elongation specified in Section 6 shall be made 
for each decrease of re inch in thickness below j^ inch. 



BEND TESTS 

9. (a) Cold-bend tests shall be made on the material as rolled. 

(b) Quench-bend test specimens, before bending, shall be heated 
to a light cherry red as seen in the dark (about 1200 deg. F.), and 
quenched in water the temperature of which is about 80 deg. F. 

(c) Specimens for cold-bend and quench-bend tests of flange and 
fire box steel shall bend through 180 degrees without fracture on the 
outside of the bent portion, as follows: For material \i inch and 
under in thickness, flat on themselves; for material over % inch up 
to 1 j ( inch in thickness, around a pin the diameter of which is 
equal to the thickness of the specimen; and for material over 1' j 
inches in thickness, around a pin the diameter of which is equal to 
1 j -j times the thickness of the specimen. 

(d) Specimens for cold-bend and quench-bend tests of boiler 
rivet steel shall band OOld through ISO degrees flat on themselves 
without fracture on the outside of the bent portion 

(e) Bend tests may be made by pressure or by blows. 



Chicago — J o s e r h 1 



Rylison & Son — NlW Y u R k 



PRICES AND CLASSIFICATIONS 8-41 

TEST SPECIMENS 

10. (a) Tension and bend test specimens for plates shall be 
taken from the finished product, and shall be of the full thickness 
of material as rolled. Tension test specimens shall be of the form 
and dimensions shown in Fig. 1. Bend test specimens shall be 
\}/2 inches to 2^ inches wide, and shall have the sheared edges 
milled or planed. 

(b) The tension and bend test specimens for rivet bars shall be 
of the full size section of material as rolled. 



NUMBER OF TESTS 

11. (a) One tension, one cold-bend, and one quench-bend test 
shall be made from each plate as rolled. 

(b) Two tension, two cold-bend, and two quench-bend tests 
shall be made for each melt of rivet steel. 

(c) If any test specimen develops flaws, or if a tension test speci- 
men breaks outside the middle third of the gauge length, it may be 
discarded and another specimen substituted therefor. 



IV. PERMISSIBLE VARIATIONS IN WEIGHT AND GAUGE 

PERMISSIBLE VARIATIONS 

12. (a) The thickness or weight of each sheared plate shall 
conform to the schedule of permissible variations, Manufacturers' 
Standard practice, appended to these specifications. 

(b) The dimensions of rivet bars shall conform to the Manufac- 
turers' Standard practice governing allowable variations in the 
size of hot-rolled bars, appended to these specifications. 



V. FINISH 

FINISH 

13. The finished material shall be free from injurious defects, 
and shall have a workmanlike finish. 



VI. MARKING 
MARKING 

14. The melt or slab number, name of the maunfacturer, grade, 
and the minimum tensile strength for its grade as specified in Section 
6 shall be legibly stamped on each plate. The melt or slab number 
shall be legibly stamped on each test specimen representing that 
melt or slab. 

Chicago — Joseph T. Ryerson & Son — New York 



B4S V R I C E S A N 1) C I- A S S I P 1 C A T 1 U .\ S 

VII. INSPECTION AND REJECTION 

INSPECTION 

15. The inspector representing the purchaser shall have free 
entry, at all times while work on the contract of the purchaser is 
being performed, to all parts of the manufacturer's works which 
concern the manufacture of the material ordered. The manufacturer 
shall afford the inspector, free of cost, all reasonable facilities to 
satisfy him that the material is being furnished in accordance with 
these specifications. All tests and inspection shall be made at the 
place of manufacture prior to shipment, and shall be so conducted 
as not to interfere unnecessarily with the operation of the works. 

REJECTION 

16. Material which, subsequent to the above tests at the mills 
and its acceptance there, develops weak spots, brittleness, cracks or 
other imperfections, or is found to have injurious defects, may be 
rejected at the shop, and shall then be replaced by the manufacturer 
at his own cost. 



SPECIFICATIONS FOR FIRE BOX STEEL PLATES 

AS ADVOCATED BY 

HARTFORD STEAM BOILER INSPECTION AND INSURANCE CO. 

Shell plates shall be of Open Hearth Fire Box Steel, having a 
tensile strength of not less than 55,000 pounds, nor more than 62,000 
pounds per square inch of section, and an elastic limit of not less 
than half the tensile strength, with not less than 56 per cent of 
ductility as indicated by contraction of area at point of fracture 
under test, and by an elongation of 25 per cent in a length of 8 inches. 

Each shell plate is to bear a coupon which shall be sheared off, 
finished up and tested by, or for, the maker of the boiler, at his 
expense. Each coupon is to fulfill the foregoing requirements as to 
strength and ductility, and stand bending down double when cold, 
when red hot, and after being heated red hot and quenched in cold 
water, without signs of fracture. There is not to be more than 
035 per cent of sulphur, nor more than ,085 per cent of phosphorus 
in the chemical composition <>f the plates and heads. All plates 
failing to pass these tests will be rejected. All tests and inspections 
<>f material may be made at the place of manufacture prior to ship- 
ment. Certified copies of report of said tests must be sent to the 
Hartford Steam Boiler Inspection and Insurance Company, and be 
approved, before any work is done on the boiler. 

Heads shall he of best Open Hearth Flange Steel in accordance 
with Manufacturers' Standard Specifications. 

All plates both of shell and heads are to be plainly stamped with 
name of maker, brand and tensile strength; brands so located that 
th«\ may he sm-m <>ii BMO plate after the boiler is finished. 

( RICAOO — J o s i r n 1 RyiHOI & Son — N k M Y ■> r k 



PRICES AND CLASSIFICATIONS 



843 



ADOPTED 1896 



MANUFACTURERS' STANDARD 
PRACTICE 



PERMISSIBLE VARIATIONS IN SHEARED PLATES 
SCHEDULE OF PERMISSIBLE VARIATIONS 

The thickness or weight of each sheared plate shall not vary more 
than the permissible variations given below: 

(a) When Ordered to Weight: 

For plates 12^ pounds per square foot or over: 
Under 100 inches in width, 2.5 per cent above or below the 

specified weight. 
100 inches in width and over, 5 per cent above or below the 

specified weight. 

For plates under 12^ pounds per square foot: 
Under 75 inches in width, 2.5 per cent above or below the 

specified weight. 
75 to 100 inches in width, 5 per cent above or 3 per cent below 

the specified weight. 
100 inches in width and over, 10 per cent above or 3 per cent 

below the specified weight. 

(b) When Ordered to Gauge.— The thickness of each plate shall 
not vary more than 0.01 inch under that ordered. 

An excess over the nominal weight corresponding to the dimensions 
on the order shall be allowed for each plate, if not more than that 
shown in the following table; one cubic inch of rolled steel being 
assumed to weigh 0.2833 pound: 



TABLE OF 


ALLOWANCES FOR OVERWEIGHT FOR SHEARED PLATES 
WHEN ORDERED TO GAUGE 




Thickness 
Ordered, 


Nominal Weight, 
Pound per 
Square Foot 


Allowable Excess (expressed as percentage 
of Nominal Weight) 

For Width op Plate as Follows: 


Inches 


Under 
50 In. 


50 In. 

to 
70 In. 


70 In. 
and 
Over 


Under 
75 In. 


75 In. 

to 
100 In. 


100 In. 

to 
115 In. 


115 In. 

and 
Over 


~h to tV 

H 


5.10 to 6.37 

6.37 to 7.65 

7.65 to 10.20 

10.20 

12.75 

15.30 

• 17.85 

20.40 

22.95 

25.50 


10 

8.5 

7 


15 

12.5 

10 


20 
17 
15 


























10 

8 

7 

6 

5 

4.5 

4 

3.5 


14 
12 
10 

8 

7 

6.5 

6 

5 


18 
16 
13 
10 

9 

8.5 

8 

6 5 




5 










tV 








17 








13 


Over ^ 








12 








11 








10 








9 















Chicago — Joseph T. Ryerson & Son — New York 



84 1 V K I C E S A N 1) CLASS1F] L A T I N ^ 
MANUFACTURERS' STANDARD SPECIFICATIONS 



GOVERNING THE ALLOWABLE VARIATIONS IN SIZE AND 
WEIGHT OF 



HOT-ROLLED BARS 



AS ADOPTED BY THE ASSOCIATION OF AMERICAN STEEL MANUFACTURERS. 

1910 



BAR SIZES OF ANGLES. TEES. ZEES AND CHANNELS 

For bar sizes of angles, tees, zees and channels the following average 
variations in weight will be permitted for sections of the various 
dimensions and thicknesses stated, viz.: 



Dimensions 



Any dimension over \ l /i 

All dimensions V/2" and less 
Any dimension over 
All dimensions \\4 



'2 

and less 



Thickness 



Overry 
Over t\" 



Variation in Weight 



4% over and under. 
5% over and under. 
6% over and under. 
7% over and under. 



is in "bar" size when its greatest dimension is 
An ^ngle, tee or zee is in "bar" size when its 
less than 3 inches; or when it is 3 inches or more 



Note. — A channel 
less than 3 inches, 
greatest dimension is 
and at the same time the thickness is less than },i inch. 



ROUNDS. SQUARES. HEXAGONS 



Dimensions 

Up to and including ^2" 

Over I-/, up to and including 1 
Over 1", up to and including 2" 
Over 2", up to and including 3" 
Over 3", up to and including 5" 
Over 5", up to and including 8" 



Variations in Sizk 


Under 


Over 


.007' 


.007' 


.010' 


.010' 


1 » 

M 

1 " 
J J 

A' 


1 " 

< - 



Width of Flats 



Up to and including 1" . . 
Over 1", up to and in- 
cluding 2' 

Over 2", up to and in- 

eluding r 

Over 1", up to :iik1 in- 

eluding «>' 



Variation in 
Width 



In.irr 



A' 

■ w 

«. « 

A' 



0v« 



A' 
rV 
A' 



Variation in Thickness, 

I'ndkr and 0\ ■ 



Thirkness of Flats 



ft' and 

un<irr 



.006' 
.008' 

inn 
inn' 



<>V-T,V 
UP to ' ■ ,' 



.008' 
012' 
015' 

ui.v 



Ore '.■' 

up to r 



.010' 
015' 

I.JO 

020' 



Over r 
up to J 



A' 



V 11 1 1 ■ .. ■ I If 11 T . R YKI8OM ft SOU N I W Yoil 



PRICES AND CLASSIFICATIONS 
STANDARD SPECIFICATIONS FOR 
CONCRETE REINFORCEMENT BARS 
ROLLED FROM BILLETS 

ADOPTED 1910 REVISED 1912 



845 



MANUFACTURE 



1. Steel may be made by either the open-hearth or 
process. Bars shall be rolled from standard new billets. 



CHEMICAL AND PHYSICAL PROPERTIES 

2. The chemical and physical properties shall conform to the 
following limits: 





Structural 
Steel Grade 


Hard Grade 


Cold- 


Properties Considered 


Plain 
Bars 


Deformed 
Bars 


Plain 
Bars 


Deformed 
Bars 


Twisted 
Bars 


Phosphorus, maximum: 


.10 
.OS 

55/70,000 

33,000 
1,400,000 

T.S. 

180°d.=lt. 

180°d.=lt. 


.10 
.06 

55/70,000 

33,000 

1,250,000 

T.S. 

180°d.= lt. 
180°d.=2t. 


.10 
.06 

80,000 
min. 
50,000 
1,200,000 
T.S. 

180°d.=3t. 
90°d.=3t. 


.10 
.06 

80,000 

min. 

50,000 

1,000,000 

T.S. 

180°d.=4t. 
90°d.=4t. 


.10 




.06 


Ultimate Tensile strength, 

pounds per square inch 

Yield point, minimum, pounds 

per square inch 

Elongation, per cent in 

8 inches, minimum 

Cold Bend without fracture: 

Bars under % inch in 
diameter or thickness — 

Bars % inch in diameter or 
thickness and over 


Recorded 
only. 
55,000 

5%' 

180°d.=2t. 
180°d.=3t. 



The hard grade will be used only when specified. 



CHEMICAL DETERMINATIONS 



3. In order to determine if the material conforms to the chemical 
limitations prescribed in paragraph 2 herein, analysis shall be made 
by the manufacturer from a test ingot taken at the time of the 
pouring of each melt or blow of steel, and a correct copy of such 
analysis shall be furnished to the engineer or his inspector. 

YIELD POINT 

4. For the purposes of these specifications, the yield point shall 
be determined by careful observation of the drop of the beam of the 
testing machine, or by other equally accurate method. 



FORM OF SPECIMENS 

5. (a) Tensile and bending test specimens may be cut from the 
bars as rolled, but tensile and bending test specimens of deformed 
bars may be planed or turned for a length of at least 9 inches if 
deemed necessary by the manufacturer in order to obtain uniform 
cross-section. 

Chicago — Joseph T. Ryerson & Son — New York 



846 P R I C E S A N D C L A S S I F I C A T 1 O N S 

(b) Tensile and bending test specimens of cold-twisted bars shall 
be cut from the bars after twisting, and shall be tested in full size 
without further treatment, unless otherwise specified as in (c), in 
which case the conditions therein stipulated shall govern. 

(c) If it is desired that the testing and acceptance for cold-twisted 
bars be made upon the hot-rolled bars before being twisted, the hot- 
rolled bars shall meet the requirements of the structural steel grade 
for plain bars shown in this specification. 

NUMBER OF TESTS 

6. At least one tensile and one bending test shall be made from 
each melt of open-hearth steel rolled, and from each blow or lot of 
ten tons of Bessemer steel rolled. In case bars differing ?g inch 
and more in diameter or thickness are rolled from one melt or blow, 
a test shall be made from the thickest and thinnest material rolled. 
Should either of these test specimens develop flaws, or should the 
tensile test specimen break outside of the middle third of its gauged 
length, it may be discarded and another test specimen substituted 
therefor. In case a tensile test specimen does not meet the specifi- 
cations, an additional test may be made. 

(d) The bending test may be made by pressure or by light blows. 

MODIFICATIONS IN ELONGATION FOR THIN AND THICK 
MATERIAL 

7. For bars less than j^ inch and more than :< , 4 inch nominal 
diameter or thickness, the following modifications shall be made in 
the requirements for elongation: 

(e) For each increase of \% inch in diameter or thickness above 
• i inch, a deduction of 1 shall be made from the specified percentage 

of elongation. 

(f) For each decrease of ^ inch in diameter or thickness below 
f5 inch, a deduction of 1 shall be made from the specified percentage 
of elongation. 

(g) The above modifications in elongation shall not apply to 
cold-twisted bars. 

NUMBER OF TWISTS 

B, Cold-twisted bars shall be twisted cold with one complete 

twist in a length equal to not more than 12 times the thicknesi of 

the bar. 

FINISH 

*.i. Material muM be free from injurious seams. Haws or cracks, 
and have a workmanlike finish. 

VARIATION IN WEIGHT 

10. Bars for reinforcement are subject to rejection if the actual 
weight of any l<>t varies more than 5 I>«t cent over or under the 
theoretical weight of that lot. 

c ii i i i . .. i - i i- n T . R i » k i ■ •. I Son Nm Y ■> k k 



WEIGHTS AND DIMENSIONS 



901 



WEIGHTS OF IRON AND STEEL 
STANDARD GAUGES 



U. S. STANDARD GAUGE 



Thickness in Inches 



Fractions Decimals 



1-2 

15-32 

7-16 
13-32 

3-8 
11-32 

5-16 

9-32 
17-64 

1-4 
15-64 

7-32 
13-64 

3-16 
11-64 

5-32 " 

9-64 

1-8 

7-64 

3-32 

5-64 

9-128 

1-16 

9-160 

1-20 

7-160 

3-80 
11-320 
1-32 
9-320 
1-40 

7-320 
3-160 
11-640 
1-64 
9-640 

1-80 

7-640 
13-1280 

3-320 
11-1280 

5-640 
9-1280 
17-2560 
1-160 



.5 

.46875 

.4375 

.40625 

.375 

.34375 

.3125 

.28125 

.265625 

.25 

.234375 

.21875 

.203125 

.1875 

.171875 

.15625 

.140625 

.125 

.109375 

.09375 

.078125 

.0703125 

.0625 

.05625 

.05 

.04375 

.037 

.03475 

.03125 

.028125 

.025 

.021875 

.01875 

.0171875 

.015625 

.0140625 

.0125 

.010985 

.01045625 

.009375 

.00859375 

.0078125 
.00703125 
.00664062 
.00625 



Weight Square Foot 



Iron 



20.00 

18.75 

17.50 

16.25 

15. 

13.75 

12.50 
11.25 
10.625 
10. 
9.375 

8.75 

8.125 

7.5 

6.875 

6.25 

5.625 

5. 

4.375 

3.75 

3.125 

2.8125 

2.5 

2.25 

2. 

1.75 

1.50 

1.375 

1.25 

1.125 

1. 

.865 

.75 

.6875 

.625 

.5625 

.5 

.4375 
.40625 
.375 
.34375 

.3125 
.28125 
.265625 
.25 



Steel 



20.4 

19.125 

17.85 

16.575 

15.30 

14.025 

12.75 
11.475 
10.8375 
10.2 
9.5625 

8.925 

8.2875 

7.65 

7.0125 

6.375 

5.7375 
5.1 

4.4625 

3.825 

3.1875 

2.86875 

2.55 

2.295 

2.04 

1.785 

1.53 
1.4025 
1.275 
1 . 1475 
1.02 

.8925 

.765 

.70125 

.6375 

.57375 

.51 

.44625 

.414375 

.3825 

.350625 

.31875 
.286875 
.2709375 
.255 



BIRMINGHAM GAUGE 



No 

of 

Gauge 



0000 
000 
00 


1 
2 
3 
4 



Thick- 
ness in 
Inches 



.454 
.425 
.38 

.34 
.3 

.284 
.259 
.238 

.22 
.203 
.18 
.165 

.148 

.134 
.12 

.109 
.095 
.083 

.072 
.065 
.058 
.049 
.042 

.035 

.032 
.028 
.025 



.018 
.016 
.014 
.013 

.012 

.01 

.009 

.008 

.007 

.005 
.004 



Weight Square 
Foot 



Iron 



18.22 
17.05 
15.25 

13.64 
12.04 
11.40 
10.39 
9.55 

8.83 
8.15 
7.22 
6.62 
5.94 

5.38 

4.82 
4.37 
3.81 
3.33 

2.89 
2.61 
2.33 
1.97 
1.69 

1.40 
1.28 
1.12 
1.00 



.803 
.722 
.642 
.562 



Sheet mills roll iron and steel sheets to U. S. Standard Gauge. 
Plate mills usually roll to Birmingham Gauge, unless otherwise 
ordered. Bands and hoops, cold rolled strip steel and spring steel 
are rolled to Birmingham Gauge. 

Estimating weights, see page 922. 

Variations in weight of sheared plates, see page 843. 

Chicago — Joseph T. Ryerson & Son — New York 



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Chicago — Toseph T. Ryerson 



N e w York 



90S 



W I. I (i II I 



a N n 



1) I M 1. X S [ON S 



WEIGHTS OF ROUND BARS 

POUNDS PER LINEAL FOOT 



Size, 
Inches 


Pounds 
per Foot 


Size, 
Inches 


Pounds 
per Foot 


Size, 
Inches 


Pounds 
per Foot 


Size, 
Inches 


Pounds 
per Foot 


y% 


.0417 














A 
A 

ii 
A 


.0528 
.0653 
.0789 

.0939 


1A 
1A 
1A 


2.8399 
3.0146 
3.1945 
3.3797 


2H 
2H 

2H 


20.656 
21.123 
21.595 

22.072 


5A 

m 


82.62 
84.49 
86.38 
88 29 




.1102 
.1278 

.Hi;? 

. 1669 


1A 
1A 
1A 

1'4 


3.5700 
3.7656 
3 . 9664 
4.1724 


m 

3 


22.555 
23.042 

23.535 
24.033 


6 


90.22 
92.17 
94.14 
96.13 


i 

A 


.1884 
.2112 
. 2354 

.2608 


1A 
1A 
1H 

m 


4.3836 
4.6001 
4.8218 
5.0486 


3A 
3A 

3A 

3H 


24.547 
25.045 
25.559 
26.078 


6A 

ii,'.. 

ok 


98.15 
100.18 
102.24 

104.31 


g 


.2875 
.3155 
.3449 
.3755 


1A 

m 

1*2 


5.2807 
5.5180 
5.7606 
6.0083 


3A 
3A 

3A 
3M 


26.602- 
27.131 
27.666 
28.206 


6A 

6A 
6^ 


106.41 
108.53 
110.66 
112.82 


g 

A 


.4075 
.4407 
.4753 
.5111 


1A 
1H 

ill 


6.2613 
6.5194 
6.7828 
7.0514 


3A 
3ft 

3H 

3 3 8 


28.751 
29.301 
29.856 
30.417 


6A 

m 

6ii 

6 3 4 


115.00 
117.20 
119.43 
121.67 


ii 


. :.4.s:i 
.5867 
. 6265 
.6676 


1H 
Hi 
ill 


7.3252 
7.6043 
7.8885 
8.1780 


3M 
3A 

s|| 


30.983 
31.554 
32.130 
32.712 


841 

7 


123.93 
126 22 
128 52 
ISO 86 


H 

• 


.7100 
.7536 
.7986 
.8449 


Iff 
l« 

l 7 s 


8.4727 
8 7 7:'.'» 
9.0777 
9.3880 


3A 
3« 

m 


33.891 
35.090 
36.311 
37.552 


7A 

7>, 


133.19 
135.56 
137 95 
140.36 


H 
H 
M 


3925 

.0414 

.0916 

1.0431 


If] 

m 
m 

2 


9.7035 
10.0243 
10.3503 

10 DM4 


312 

34J 

4 


38.814 
40.097 
41 4(11 
42.726 


7ft 

m 


142 79 

14.'. 34 
147 71 
150 21 


li 
'A 
H 
H 


1 0959 
1.1500 
I 2054 
1 2622 


2A 
2A 
2 A 


11.0178 
1 1 3595 
1 1 7063 

i_> 0583 


4A 

4ji 

4;,. 

4H 


44.071 

4.'. 4:is 

46 S2:> 

4s 233 


7ft 

7!i 
IH 


152 72 

155 26 
157 81 


| 


1 3202 

1 :;7'.>.". 
1 44(11 
l 6021 


2A 

-v.. 

2A 


12.4156 
12.7781 
L3 1458 
13.5187 


4A 
4ft 

4' j 


4;i 663 

51 112 

52 583 
64.075 


m 

8 


162 39 
165 60 
168 34 
170 30 


I 


l 5653 

l 6299 
I 6957 
1 7829 


2A 

2H 


13.8968 
14 2802 

It litis: 
15.0625 


4A 

4!i 
4\ 


66 687 

57 l-i 
58.675 
.,11 360 


8ft 


[73 68 
176 29 

179 iM 

181 7.-. 


« 


1.8813 

l '.»(>11 

1 !»7L'l 
2.0445 


2H 

2A 

m 


15 4615 

16 8657 
16 2761 

lb CS'.I.S 


4H 

5 


61 N46 

63.473 
65 1O0 

66.759 


8H 


184.52 
187 30 

190 11 
192.93 


s 


2.1182 
2 1931 

j 3470 


2H 
2A 

2*1 


17.1096 
17 5347 

17.1W50 

is 1004 




7d 139 

71 Mill 


» 


195 7S 
304 47. 


i 


j 1359 

■: :,im;i 


a 


is 3412 
19 3871 

30 1946 


5A 


77 Us 


8J1 

Ml 
9 


207.38 
210 33 
313 81 
216.30 



( II I . . I I I- 



Rtiii 






WEIGHTS AND DIMENSIONS 



909 



WEIGHTS OF SQUARE BARS 

POUNDS PER LINEAL FOOT 



Size, 
Inches 


Pounds 
per Foot 


Size, 
Inches 


Pounds 
per Foot 


Size, . 
Inches 


Pounds 
per Foot 


Size, 
Inches 


Pounds 
per Foot 


H 


.0531 














1 


.0672 
.0830 
.1004 
.1195 


1A 

1A 

m 


3.616 
3.838 
4.067 
4.303 


025 

*32 

2H 
2ft 


26.300 
26.895 
27.496 
28.103 


5A 

5 5 A 
5H 


105.20 
107.58 
109.98 
112.41 


a 


.1403 
.1627 
.1868 
.2125 


1A 

1* 

1A 

1M 


4.546 
4.795 
5.050 
5.313 


2ff 
2— 
2i! 


28.717 
29.338 
29.966 
30.600 


5H 

5 7 A 

C15 
*>16 
6 


114.87 
117.35 
119.86 
122.40 


H 

A 

8 


.2399 
.2689 
.2997 
.3320 


1A 
1A 

lfi 


5.581 
5.857 
6.139 
6.428 


3A 
3^ 
3A 
3M 


31.241 
31.888 
32.542 
33.203 


6A 

6& 
6M 


124.96 
127.55 
130.17 
132.81 


Si 

8 


.3661 
.4018 
.4391 

.4781 


m 

lis. 
132 

1H 


6.724 
7.026 
7.335 
7.650 


332 
3^ 
3A 
3M 


33.871 
34.545 
35.225 
35.913 


6A 

6^8 

6A 


135.48 
138.18 
140.90 
143.65 


If 

H 

S 


.5188 
.5611 
.6051 
.6508 


1« 

1A 

1 19 
1^ 


7.972 
8.301 
8.636 
8.978 


9 9 
^32 

3^ 

m 


36.606 
37.307 
38.014 

38.728 


6A 
&A 
6H 


146.43 
149.23 
152.06 
154.81 


H 

If 

V2 


.6981 
.7471 

.7977 
.8500 


ltt 
1 23 
I3-2 


9.327 
9.682 
10.044 
10.413 


Q13 

<J32 

3A 

3M 

zy 2 


39.449 
40.176 
40.910 
41.650 


6H 


157.79 
160.70 
163.64 
166.60 


8 

8 


.9040 

.9596 

1.0168 

1.0758 


iff 

iff 
1% 


10.788 
11.170 
11.558 
11.953 


3A 
3H 


43.151 
44.678 
46.232 
47.813 


7^6 

7H 

7^ 

7M 


169.59 
172.60 
175.64 
178.71 


U 
H 

II 


1.1364 
1.1986 
1.2625 
1.3281 


iff 

if* 

2 


12.355 
12.763 
13.178 
13.600 


aft 

4 


49.420 
51.053 
52.713 
54.400 


7A 
7% 
7^ 
7V 2 


181.81 
184.93 
188.08 
191.25 


8 

8 


1.3954 
1.4643 
1.5348 
1.6070 


2A 
2A 

2A 

VA 


14.028 
14.463 
14.905 
15.353 


4A 
4A 


56.113 
57.853 
59.620 
61.413 


7A 

7^ 

7H 


194.45 
197.68 
200.93 
204.21 


i 
6 


1.6809 
1.7564 
1.8336 
1.9125 


2A 

2A 

2A 
2M 


15.808 
16.270 
16.738 
17.213 


4A 

4A 
4^ 


63.232 
65.078 
66.951 
68.850 


7% 

7M 

8 


207.52 
210.83 
214.21 
217.60 


49 
64 
25 
"3 2 

a 


1.9930 
2.0752 
2.1590 
2.2445 


9-9- 

*32 

2A 

2H 

2% 


17.694 
18.182 
18.677 
19.178 


4A 

i 5 A 
4H 

4M 


70.776 
72.728 
74.707 
76.713 


8A 

8H 
8A 
8M 


221.01 
224.45 
227.92 
231.41 


1 
8 


2.3317 
2.4205 
2.5110 
2.8031 


a 

2^ 


19.686 
20.201 
20.722 
21.250 


4H 

5 


78.745 
80.803 
82.888 
85.000 


8A 

8M 
8A 
8^ 


234.93 
238.48 
242.01 
245.65 


i 


2.6969 
2.7924 
2.8895 
2.9883 


2*2- 

2A 

2^ 


21.785 
22.326 
22.874 
23.428 


5A 

5A 
5J€ 


87.138 
89.303 
91.495 
93.713 


8A 

8^4 

8H 
8% 


249.28 
252.93 
256.61 
260.31 


M 

14 
If 


3.0887 
3.1908 
3.2946 
3.4000 


021 

*32 

2H 
2ff 
2M 


23.989 
24.557 
25.131 
25.713 


5A 

5^ 
5H 


95.957 
98.228 
100.526 
102.850 


8H 
8K 
8M 

9 


264.04 
267.80 
271.59 
275.40 



Chicago — Joseph T. Ryerson & Son — New York 



010 



W E I G II T S A N 1) DIM E N 5 I N S 



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16.609 

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18.396 
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287 

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C ii ic a 90 - Jotir a T« Rtbiioi 1 Soi — Ni« X 



WEIGHTS AND DIMENSIONS 



911 






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Chicago — Joseph T . Ryerson & Son — New York 



912 



\\ 1. [ G H T S AND DIMENSIONS 



MACHINE BOLTS 

APPROXIMATE WEIGHT IN POUNDS OF 100 BOLTS OF 
SIZES ENUMERATED BELOW 



J-cneth, 
Inches 


H 


A 


X 


A 


'2 


A 


M 


H 


H 


1 


m 


IK 


Ua 


3.7 
4.2 
4.8 
5.5 

6.1 
6.8 

7.4 
8.1 

- 7 
9.4 
10.1 
10.8 

11.5 
12.2 


6.0 
7.0 
8.0 
9.0 

10.0 
11.0 
12.0 
13.0 

14.0 
15.0 
16.0 
17.0 

18.0 
10 o 


9.0 
10.5 
12.0 
13.5 

15.0 
16.5 
18.0 
19.5 

21.0 
22 .5 
24.1 
28 7 

27.3 
28.9 
32.1 
35.3 

38.5 
41 7 


15.2 
17.2 
19.2 
21.2 

23.2 
25.2 
27.2 
29.2 

31.2 
33.2 
35.2 

37 2 

39.2 
41.2 
45 2 
49.2 

53.2 

57.2 


19.6 
22.2 
24.8 
27.5 

30.1 

32.8 
35.4 
38.1 

40.7 
43.4 
46.0 
48.7 

51.3 
54.0 
59 5 
65.0 

70.5 
76.0 
81.5 
87.0 

92.5 
98.0 
103.5 
109.0 

114.5 
120.0 


27.5 
31.0 
34.5 
38.0 

41.5 
45.0 
48.5 
52.0 

55.5 
59.0 
62.5 
66.0 

69.5 
73.0 
80.0 
87.0 

94.0 
101.0 
108.0 
115.0 

122.0 
129.0 
136.0 
143.0 

150.0 
157.0 


34.3 
38.4 
42.5 

46.7 

50.8 
55.0 
59.1 
63.3 

67.4 
71.6 
75.7 
79.9 

84.0 
88.2 
96.5 
104.8 

113.1 
121.4 
129.7 
138.0 

146.3 

154.6 
162.9 

171 2 

179.5 
187 B 


54.3 
60.0 
65.7 
71.4 

77.1 
82.8 
88.9 
95.0 

101.1 
107.2 
113.3 

119.4 

125.6 

131.6 
143.8 
156.0 

168.2 
180.4 
192.6 
204.8 

217.0 

241.4 
253.6 

266 8 

27v 

290 l 










2 


90.8 
99.1 
107.4 

115.7 
124.0 
132.3 
140.6 

148.9 
157.2 
165.5 
173.8 

182.1 
190.4 
207.0 
223.6 

240.2 

256.8 
273.4 
290.0 

306.6 
323.2 
339.8 
356.4 

373.0 

128 l 

140 1 
157 - 

174 1 

181.0 

507.9 

Ml 7 
558.6 








2> 2 
3 

m 

4 

5 

S*A 
6 

SH 

7 

m 

8 
9 


148.2 
159.0 

169.8 
180.6 
191.4 
202.2 

213.0 
223.8 
234.6 
245.4 

256.2 
267.0 
288.6 
310.2 

331.8 
353.4 
375.0 
396.6 

418.2 
439.8 
461.4 
483.0 

504.6 
626 2 

570.2 

• HI 2 

658 2 
680.2 

721 2 
74 1 2 


209.0 
222.5 

236.0 
249.5 
263.0 
276.5 

290.0 
303.5 
317.0 
330.5 

344 
357.5 
385 5 
413.5 

411 5 
469 5 
497.5 
525.5 

553 5 
581 5 
609.5 
637.5 

665 5 

888 •"> 

721 :. 

m 7> 

777 B 
908 8 

B81 8 

889 5 
817 8 


277.0 
293.5 

310 
326 :> 
848.0 
359.5 

376.0 
392 5 
409 
425.5 

442 
458.5 
493 


in 
n 

12 






527.5 

562.0 
596.5 


13 






631.0 


14 










665.5 


15 










700.0 


16 










734.5 


17 










769.0 


18 










803.5 


10 










838.0 


20 










872.5 


21 










907.0 


22 
















:;i;. 2 

340 n 
352 4 

364.8 
\" I 
188 | 


941.5 


n 
















878 


















1010 8 


















1045 


















1079.5 


27 
















1114 


















1 1 4^ :. 


















1188 


















1217 :. 





















C ii i c a oo - J o • i r a I • Ktiiiom v\ Soi — Ni w York 



WEIGHTS AND DIMENSIONS 



013 



U. S. STANDARD 


HOT 


PRESSED 


NUTS 




Size of 
Bolt, 
Inches 


Number in 


200 Pounds 


Weight of 


One Nut 


Square 


Hexagon 


Square 


Hexagon 


Blank 


Tapped 


Blank 


Tapped 


Blank 


Tapped 


Blank 


Tapped 


M 


13800 


14760 


17400 


18600 


.014 


.013 


.012 


.011 


5 

T6 


7400 


9915 


9200 


9760 


.027 


.025 


.022 


.020 


H 


5000 


5320 


6000 


6400 


.04 


.037 


.033 


.031 


& 


3200 


3400 


4000 


4250 


.062 


.059 


.05 


.047 


H 


2400 


2540 


3000 


3200 


.083 


.079 


.067 


.063 


9 


1600 


1690 


2128 


2275 


.125 


.12 


.094 


.088 


H 


1360 


1440 


1540 


1630 


.147 


.14 


.130 


.123 


H 


832 


880 


998 


1050 


.24 


.227 


.200 


.190 


% 


544 


578 


628 


665 


.37 


.346 


.32 


.30 


l 


376 


397 


436 


460 


.53 


.504 


.46 


.435 


m 


268 


284 


288 


305 


.75 


.70 


.695 


.655 


IH 


206 


220 


250 


260 


.97 


.90 


.80 


.77 


IVs 


146 


157 


182 


190 


1.37 


1.27 


1.10 


1.06 


m 


120 


127 


144 


150 


1.67 


1.57 


1.39 


1.33 


m 


95 


100 


116 


120 


2.10 


2.00 


1.72 


1.67 


i% 


74 


77 


95 


100 


2.70 


2.60 


2.14 


2.00 


m 


64 


67 


80 


84 


3.12 


3.00 


2.50 


2.39 


2 


53 


56 


62 


65 


3.77 


3.57 


3.23 


3.08 


2H 


43 


45 


52 


54 


4.65 


4.40 


3.85 


3.74 


2H 


36 


37 


44 


46 


5.55 


5.40 


4.55 


4.35 


2V 8 


28 


29 


35 


36 


7.14 


6.89 


5.72 


5.56 


2V 2 


24 


25 


32 


33 


8.33 


8.00 


6.25 


6.06 


2% 


21 


22 


27 


27 


9.52 


9.09 


7.41 


7.41 


3 


16 


17 


18 


18 


12.50 


11.80 


11.11 


11.11 





COACH AND LAG SCREWS 

APPROXIMATE WEIGHT IN POUNDS OF 100 SCREWS 




Length 


M 


A 


H 


T 


M 


& 


% 


% 


% 


l 


m 

2 


2.7 
3.5 
4.2 
4.7 
5.2 
5.7 
6.5 
7.0 
7.5 
8.0 


3.5 

4.4 

5.3 

6.2 

7.1 

8.0 

9.0 

10.0 

11.0 

12.0 


5.8 

7.1 

8.5 

9.8 

11.1 

12.5 

13.8 

14.9 

16.0 

17.2 


9.1 
11.0 
12.9 
14.8 
16.5 
18.2 
19.9 
21.8 
23.5 
25.2 














15.0 
17.3 
19.5 
21.6 
23.8 
26.3 
28.8 
31.3 
33.8 
38.9 
44.0 
48.5 
53.0 
57.5 
62.0 


22.8 
25.3 
27.8 
30.4 
33.0 
35.5 
38.0 
40.7 
43.3 
50.0 
56.8 
63.5 
70.3 
77.0 
83.7 


26.3 
29.9 
33.5 
37.1 
40.7 
44.5 
48.3 
52.0 
55.7 
63.2 
69.3 
76.4 
83.5 
90.6 
97.8 








2V 2 
3 

&A 
4 

VA 
5 

VA 
6 

7 








46.1 
51.5 
57.1 
62.9 

68.8 

74.7 

80.5 

92.3 

104.0 

115.4 

126.8 

138.2 

149.5 


71.8 

78.5 

85.3 

92.0 

98.6 

105.3 

112.0 

125.4 

138.8 

156.3 

173.8 

191.3 

208.8 


103.0 
112.0 
121.0 
130.0 
141.0 
153.0 
164.0 
185 


8 










205.0 


9 










225.0 


10 










245.0 


11 










265.0 


12 










285.0 















Chicago — Joseph T. Ryerson 



Son — New York 



914 



W E I C II T S A N D I.) 1 M 



N S I O N S 



WEIGHTS OF ROUND HEAD RIVETS OR ROUND 
HEAD BOLTS WITHOUT NUTS PER 100 

STEEL 



I/engtb, 


^Inch 
Diam- 


Vj» Inch 
Diam- 


H Inch 


» 4 ' Inch 
Diam- 


J 8 Inch 


llnch 


I 1 * Inch 


1 M Inch 


Diam- 


Diam- 


Diam- 


Diam- 


Diam- 




eter 


eter 


eter 


eter 


eter 


eter 


eter 


eter 


XH 


5.5 


12.8 


22.0 


29.3 


43.9 


66.6 


93.3 


127. 


M 


6.3 


14 2 


24.1 


32 4 


48.2 


72.1 


100. 


136. 


m 


7.0 


15.5 


26.3 


35.5 


52.5 


77.7 


107. 


145. 


2 


7.9 


16.9 


28.5 


38.7 


56.7 


83.3 


114. 


153. 


2K 


8.7 


18.3 


30.7 


41.8 


61.0 


88.8 


121. 


162. 


2H 


9.4 


19.7 


32.8 


44.9 


65.2 


94.4 


128. 


171. 


2H 


10.2 


21.1 


35.0 


48.0 


69.5 


100. 


136. 


179. 


3 


11.0 


22.5 


37.2 


51.1 


73.7 


105. 


143. 


188. 


%\i 


11.7 


23.9 


39.3 


54.3 


78.0 


111. 


150. 


197. 


3H 


12.6 


25.3 


41.5 


57.4 


82.3 


116. 


157. 


205. 


Wi 


13.4 


26.7 


43.7 


60.5 


86.5 


122. 


164. 


214. 


4 


14.1 


28.1 


45.9 


63.6 


90.8 


128. 


170. 


223. 


Vi 


14.9 


29.4 


48.0 


66.7 


95.0 


134. 


177. 


231. 


4H 


15.7 


30.8 


50.2 


69.9 


99.3 


139. 


185. 


240. 


4 3 4 


16.5 


32.2 


52.4 


73.0 


104. 


145. 


192. 


249. 


5 


17.2 


33.6 


54.5 


76.1 


108. 


150. 


199. 


258. 


5M 


18.1 


35.0 


56.7 


79.2 


112. 


156. 


206. 


266. 


5H 


18.8 


36.4 


58.9 


82 3 


116. 


161. 


213. 


275. 


5^ 


19.6 


37.8 


61.1 


85.5 


120. 


166. 


220 


284 . 


6 


20.4 


39 2 


63.2 


88.6 


124. 


172. 


227 


292. 


&H 


21.9 


42.0 


67.6 


95.1 


133. 


184. 


241. 


310. 


7 


23 8 


44 7 


71.9 


101. 


142. 


195. 


255. 


327 . 


7', 


25 1 


47.5 


76.1 


108. 


150. 


206. 


269. 


345. 


8 


26.6 


50.3 


80.6 


114. 


159. 


217. 


2M 


362. 




28.2 


53.1 


85.0 


120. 


167. 


227. 


298. 


37», 


B 


29.8 


55.9 


89.3 


126 


176. 


239 


312 


397. 


ftH 


31.3 


58.7 


93.7 


133. 


185. 


250. 




414. 


10 


32.8 


61 .4 


98.0 


139. 


193. 


261. 


340. 


431. 


10>.> 




64.2 


103. 


14.V 


202. 


272 


354. 


449. 


11 


36 


87 


107. 


181. 


210 


284. 


368. 


466. 


1 1 M 




8Q 8 


111. 


158. 


21 B 


295. 


382 


484. 


12 




:_• 5 


115. 


164. 


227. 


306 


396 


501. 


Heads 


1.8 




11.1 


13.6 


22 6 


39.0 


58.0 


83.5 



C h i C I <• " Jo I I r H I , inn ■ V o B K 



WEIGHTS AND DIMENSIONS 



915 



a 
o 
55 

< 

b 

O 

03 
J 

| 

o 
P 

g 

i 
s 

<! 

a 
W 
a 

a 

CO 

i 

I 
i 

a 
< 

6 
It 

m 

CO 
CO 

p 
g 
u 

b 

I 


- 


S 










coocoeo 


i-*i>i-*i-i 

OCO CO o 


COO 


























CM CM CM CM 


CN-*NO 

CO CO CO ^ 


CM CO 
•* ■* 


















X 


CO 










00 1-1 I© CO 


Ni-H"*00 
HlOOOrt 


i-l N 

in— i 


























OCN-* CO 
i-i IN CM CM 


o-*eoco 

CM CO CO CO 


83 


















X 


3 










OOOO 


oooo 


oo 


































000 CM ■* 


COOOOCM 


Tt< 00 


















g 


■a 

CM 

to 








N-*ON 


■*ON-* 
OOIO-H CO 


©N*i-< 

•OrtMlO 


HIO 


























CiOCN-* 


lONOiO 


<N-*lON 
CM CN CM CM 


<OCM 
CNJCO 








X 


o 
o 






^ -CON 
• -CO CO 


OCO COO 


-*N O^* 

CO cooco 


NO-* N 

O O CO CO 


OCO 






• -IOCO 




CO -*CON 


00 O*^ CM 


■*eo 


X 


«3 

co 






oooo 
mo m»o 


IO lO "5 iO 


oooo 


OOOi-i 

m »a»oio 


"5iO 






CO-* •* UJ 


CON00 O 


O 'H CM CO 


* lO CON 


OOO 
— <CM 


HS 


CO 
CO 






CO ■* CD O 


CO COO CO 
CO-* CM —< 


CO OCO CO 
©NtDiJH 


O CO CD O 
«H«N 


COO 
CD CO 






CO CO CO •* 




«»OH 


CM CO CO-* 


ION 








* 


CM 




•OCO 

•on 


NOMO 
COOCOO 


COCO O CD 


COON-* 

coo coco 


ON-*0 
OCO COO 


NO 

COO 




•CMCN 


CM CO CO 'CH 


■* lO COCO 


NOO 000 


OOi-lCM 


CM'* 


H5 






CO CM CM 

>OOOrH 


HO»N 

■* n o »o 


CO-*CNi-( 

HNMO 


ON CO-* 

■* O OCM 


CM -H O00 
O0-* O US 


COCN 
-H CO 




rtrHN 


CM CM CM CO 


•*-*io»o 


CONN 00 


oooo O 


r-l CM 


•* 


CO 
CO 


I !eo 


COCO 00 
COO CO 


CO 00 CO CO 


CO CO CO CO 


CO CO CO CO 


CO CO CO CO 


COCO 
COCO 


: :** 


«"""-«»-■ 


CM CM CM CO 


CO-*-*lO 


XSfflON 


NOOCOOl 


o o 


-B 


5© 
L.O 


! I OS 


CN^CO 


CM CO -* CO 
CO OCM CO 


NO —H <M 

O-* OCO 


■* CONO 
N— <>aO 


-HCM-*CO 
•* 00 CM CO 


oo 




^H^^H 


i-ICN<N<N 


CO CO CO -* 


itlOWlO 


COCONN 


00 00 


o 


* 

CO 


• ooo 

• noo 


CO-* CM 
ON-* 


ON*H 
CONOCO 


NWO-* 
COOCOO 


OW CM CO 
i-H*00^ 


iO 00 CM CO 


CON 

O CO 






HHiHN 


CM CO CO CO 


rt(-*^iO 


lOOCOCO 


cot-- 


- 


§ 


-*CD00 


ncoo 

Oi-HCN 


uo— ino 

•* CONO 


■HCOlCN 
*NOCO 


COOCO CO 


l^ . . . 

o • - • 








<-irt- <CN 


CM CM CO CO 


eo •*-*■* 


"*.::: 




CM 


I 


WOUJ 

■*CON 


O-* 00 
COOi-H 


CONCN^H 

CO-* COO 


0»CON 
N*SO 




























tHtH 


H " rtH 


CM CM CM CO 




















co 


us 

o 


-*^t<CO 

Tf>ffl® 


OCN-* 
NOO 


NO(MCO 
i-HCO"* CO 


coo-* o 

O—l ■* CO 








WO"! ■ 
O CM -* • 








- 1 


-"-<-"-< 


i-l CN CMCN 


CNCOCO • 






3 


co 
I 


N0OCS 

co*»o 


O-HCM 
N00OS 


CO-*i«a0 
Oi-HCN"* 


OCN-*CO 
N 0-1 CO 

-H r-i CM cm 




















BO 


i 


OffiN 


couo-* 
«o CON 


NH ON 
00 00— 1 


-*CN O CO 
CO UJO 00 


















**TH 


-,*-,,--. 














00 


o 
-* 
o 


CM COCO 


COOCO 












































































© 


8 


NNN 
—1 CM CM 


COCO-* 












































































1 

9 


1 

H 

5 


1 

1 

a 


:&£& 


^v.5 S^S^ 


CN CM CM CM 


co coco cc 


•* •*■*■* 


»OiO 



Chicago — Joseph T. Ryerson & Son — New York 



916 



WEIGHTS AND DIMENSIONS 



THEORETICAL WEIGHT OF STEEL CIRCLES 



Diam- 
eter 


Vs 


A 


M 


A 


H 


A 


M 


A 


H 


H 


M 


H 


K 


16. . 


7 
8 
9 
10 
11 

12 
14 
15 
16 
18 

19 
20 
22 
24 
25 

27 
29 
30 
32 
34 

36 


n 

12 
14 
15 
17 

19 

20 
22 
24 
26 

28 
30 
33 
35 
38 

40 
43 
45 
48 
51 

54 


15 
16 
18 
20 
23 

25 

27 
30 
32 
35 

38 
41 
44 
47 
50 

54 

57 
61 
65 

68 

72 


18 
20 
23 
25 
28 

31 
34 
37 
40 
44 

47 
51 
55 
59 
63 

67 
71 
76 
81 
85 

90 


22 
24 
27 
30 
34 

37 
41 
44 
48 
53 

56 
61 
65 
71 
75 

80 
86 
91 
97 
102 

108 


25 
28 
32 
35 
39 

43 
47 
52 
56 
61 

66 
71 

76 
82 
88 

94 
100 
106 
113 
119 

126 


29 
32 
36 
40 
45 

49 
54 
59 
64 
70 

75 
81 
87 
94 
100 

107 
114 

12' 














17. . 













18. . 














19. . 














20. . 














21 














22. . 














23. . 














24. . 














25. . 














26. . 














27. . 














28. . 














29. . 














30. . 














31. . 














32. . 














33. . 














34. . 


129 
136 

144 














35. . 














36.. 


162 


180 


198 


216 


234 


252 


37. . 


38 


57 


76 


95 


115 


134 


153 


172 


101 


210 


229 


248 


267 


38. . 


40 


60 


80 


100 


121 


141 


161 


181 


201 


221 


241 


261 


281 


39.. 


42 


64 


85 


106 


127 


148 


169 


190 


212 


233 


254 


275 


206 


40.. 


45 


67 


89 


111 


134 


156 


178 


200 


223 


245 


267 


289 


312 


41.. 


47 


70 


04 


117 


141 


164 


187 


211 


234 


258 


281 


304 


327 


42.. 


49 


74 


98 


123 


148 


172 


197 


221 


246 


270 


286 


319 


344 


43. . 


52 


77 


103 


120 


155 


180 


206 


232 


258 


283 


300 


335 


360 


44. . 


54 


81 


108 


135 


162 


188 


215 


242 


269 


296 


323 


350 


377 


45.. 


56 


85 


113 


141 


169 


197 


225 


863 


282 


310 


338 


366 


394 


4fi. . 


59 


88 


118 


147 


177 


206 


235 


866 


204 


324 


353 


383 


412 


47. . 


62 


92 


123 


154 


185 


215 


246 


277 


308 


338 


369 


8M 


430 


48. . 


64 


96 


128 


160 


193 


225 


257 


289 


321 


353 


385 


417 


449 


49. . 


67 


100 


134 


167 


201 


234 


267 


301 


334 


367 


401 


434 


467 


50.. 


70 


105 


139 


174 


209 


244 


279 


313 


348 


383 


418 


452 


487 


51. . 




109 


145 


181 


217 


253 


289 


325 


362 


398 


434 


470 


.506 


52.. 




113 


151 


188 


226 


263 


301 


339 


376 


414 


452 


489 


527 


53. . 




117 


156 


195 


235 


273 


313 


352 


391 


430 


469 


508 


547 


54.. 




122 


162 


203 


244 


284 


325 


365 


406 


446 


487 


527 


568 


55.. 




126 


168 


210 


253 


295 


337 


379 


421 


463 


505 


547 


589 


56.. 




* 131 


175 


218 


262 


305 


349 


393 


136 


480 


63 1 


567 


610 


57.. 




136 


181 


2M 


272 


317 


362 


407 


453 


498 


648 


687 


6M 


58.. 




141 


187 


234 


281 


SM 


375 


421 


468 


E l E 


562 


609 




59.. 




145 


194 


242 


291 


339 


387 


436 


484 


533 


581 


620 


678 


60.. 




150 


200 


250 


301 


351 


401 


451 


501 


551 


601 


651 


701 


61. . 




155 


207 


259 


311 


362 


414 


466 


518 


569 


681 


673 


724 


62.. 




161 


214 


M8 


321 


:<::> 


428 


4X2 


535 


680 


643 


695 


749 


63. . 




166 


221 


276 


332 


387 


442 


407 


668 


cos 


663 


718 


774 


64.. 




171 


228 


285 


342 


399 


456 


513 


.-,70 


627 


684 


741 


798 


65. . 




177 


235 


204 


353 


412 


471 


529 


688 


647 


706 


764 


823 


66.. 




182 


243 


303 


364 


425 


485 


546 


607 


667 


788 


788 


848 


67.. 




188 


250 


8 1 8 


375 


438 


500 


563 


625 


888 


750 


812 




68.. 




193 


257 


322 


386 


4.50 


616 


579 


643 


708 


772 


8M 


900 


m. 




199 


MS 


Ml 


398 


464 


6M 


596 


668 


720 


70.-, 


861 


837 


70.. 




205 


273 


341 


409 


477 


.-,».-. 


613 


6S2 


750 


sis 


886 


884 


71. . 




211 


281 


861 


421 


491 


561 


631 


702 


772 


MS 


912 


883 


7J. . 






388 


Ml 


433 


505 


577 


640 


783 


704 




937 


1008 


73.. 




281 




371 


445 


519 


688 


667 


742 


816 


890 


M4 


1088 


71. . 




226 


805 


3K1 


4.-.S 


68 » 


tilO 


686 


763 


B88 


915 


990 


i OM 


75.. 




235 


313 


391 


470 


is 


626 


704 


783 


Ml 


939 


1017 


1095 


76.. 




241 


322 


402 


482 


563 


643 


723 


804 


SSI 


BM 


1045 


1 1 M 


77.. 




248 


330 


413 


495 


578 


680 


743 


825 


808 


880 


1073 


1 1 .-,:, 


78. . 




254 


339 


423 


:,oh 


688 


678 


762 


847 


888 


1016 


1101 


1186 


79. . 




MO 


348 


434 


521 


608 


888 


7K2 


S60 


868 


1043 


1120 


1316 


HO 




2<i7 


:\:a\ 


it.". 


684 


688 


713 


S02 


SOI 


880 


1080 


1158 


1247 



For variations in weight of Sheared Plates, see page 843. 



Chicago — Joseph T. Ryebson & Son — New York 



WEIGHTS AND DIMENSIONS 



917 



THEORETICAL 


WEIGHT OF STEEL CIRCLES 












CONTINUED 






Diam- 
eter 


K 


& 


Vs 


^ 


Vi 


A 


V% 


H 


M 


H 


% 


±* 


1 


81. . 


365 


457 


548 


639 


731 


822 


913 


1004 


1096 


1187 


1278 


1370 


1461 


82. . 


374 


468 


561 


655 


749 


842 


936 


1029 


1123 


1217 


1310 


1404 


1497 


83. . 


384 


479 


575 


671 


767 


863 


959 


1055 


1151 


1246 


1342 


1438 


1534 


84. . 


393 


491 


589 


687 


786 


884 


982 


1080 


1179 


1277 


1375 


1473 


1571 


85.. 


402 


503 


603 


704 


805 


905 


1006 


1106 


1207 


1307 


1408 


1508 


1609 


86.. 


412 


515 


618 


721 


824 


926 


1029 


1132 


1235 


1338 


1441 


1544 


1647 


87. . 


422 


527 


632 


738 


843 


948 


1054 


1159 


1265 


1370 


1475 


1581 


1686 


88. . 


431 


539 


647 


755 


863 


970 


1078 


1186 


1294 


1402 


1509 


1617 


1725 


89. . 


441 


551 


661 


771 


882 


992 


1102 


1212 


1323 


1433 


1543 


1653 


1763 


90.. 


451 


564 


677 


789 


902 


1015 


1128 


1240 


1353 


1466 


1579 


1691 


1804 


91. . 


461 


576 


692 


807 


922 


1037 


1153 


1268 


1383 


1495 


1614 


1729 


1844 


92.. 


471 


589 


707 


825 


943 


1060 


1178 


1296 


1414 


1532 


1649 


1767 


1885 


93. . 


482 


602 


722 


843 


963 


1084 


1204 


1324 


1445 


1565 


1686 


1806 


1926 


94. . 


492 


615 


738 


861 


984 


1107 


1230 


1353 


1476 


1599 


1722 


1845 


1968 


95.. 


503 


628 


754 


879 


1005 


1131 


1256 


1382 


1507 


1633 


1759 


1884 


2010 


96.. 


513 


641 


769 


897 


1026 


1154 


1282 


1410 


1538 


1666 


1795 


1923 


2052 


97.. 


524 


654 


785 


916 


1047 


1178 


1309 


1440 


1570 


1701 


1832 


1963 


2095 


98. . 


535 


668 


801 


935 


1069 


1202 


1336 


1469 


1603 


1737 


1870 


2004 


2139 


99. . 


546 


682 


818 


954 


1091 


1227 


1363 


1500 


1636 


1772 


1908 


2045 


2183 


100.. 


557 


696 


835 


974 


1113 


1252 


1391 


1530 


1669 


1809 


1948 


2087 


2227 


101.. 


568 


710 


852 


994 


1136 


1278 


1420 


1562 


1704 


1846 


1988 


2130 


2272 


102. . 


579 


724 


869 


1014 


1158 


1303 


1448 


1593 


1738 


1882 


2027 


2172 


2317 


103.. 


591 


739 


886 


1034 


1182 


1329 


1477 


1624 


1772 


1919 


2067 


2214 


2363 


104. . 


602 


753 


903 


1054 


1204 


1355 


1505 


1656 


1806 


1957 


2107 


2258 


2409 


105. . 


614 


768 


921 


1074 


1228 


1381 


1534 


1688 


1841 


1994 


2148 


2302 


2455 


106. . 


626 


782 


939 


1095 


1251 


1408 


1564 


1720 


1877 


2033 


2189 


2346 


2502 


107. . 


637 


797 


956 


1116 


1275 


1434 


1593 


1753 


1912 


2071 


2231 


2390 


2550 


108. . 


649 


812 


974 


1136 


1299 


1461 


1623 


1786 


1948 


2110 


2273 


2435 


2598 


109... 


662 


827 


992 


1158 


1323 


1488 


1653 


1819 


1984 


2149 


2315 


2480 


2646 


110. . 


673 


842 


1010 


1179 


1347 


1516 


1684 


1853 


2021 


2189 


2358 


2526 


2695 


111.. 


686 


857 


1028 


1200 


1372 


1543 


1715 


1886 


2058 


2229 


2401 


2572 


2744 


112. . 


693 


873 


1048 


1222 


1397 


1571 


1746 


1920 


2095 


2270 


2444 


2619 


2793 


113.. 


711 


889 


1066 


1244 


1422 


1599 


1777 


1955 


2133 


2310 


2488 


2666 


2844 


114. . 


724 


904 


1085 


1266 


1447 


1628 


1809 


1990 


2171 


2351 


2532 


2713 


2894 


115. . 


736 


920 


1104 


1288 


1473 


1657 


1841 


2025 


2209 


2393 


2577 


2761 


2945 


116.. 


749 


936 


1124 


1311 


1498 


1686 


1873 


2060 


2247 


2435 


2622 


2809 


2997 


117.. 


762 


953 


1143 


1334 


1524 


1715 


1905 


2096 


2286 


2477 


2667 


2858 


3048 


118.. 


775 


969 


1163 


1357 


1550 


1744 


1938 


2132 


2326 


2519 


2713 


2907 


3101 


119.. 


788 


985 


1183 


1380 


1577 


1774 


1971 


2168 


2365 


2562 


2759 


2956 


3154 


120.. 


802 


1002 


1203 


1403 


1604 


1804 


2005 


2205 


2406 


2606 


2807 


3007 


3208 


121.. 


815 


1019 


1223 


1426 


1630 


1834 


2038 


2242 


2445 


2649 


2853 


3057 


3260 


122.. 


829 


1036 


1243 


1450 


1657 


1864 


2072 


2279 


2486 


2693 


2900 


3107 


3314 


123.. 


842 


1053 


1263 


1474 


1685 


1895 


2106 


2316 


2527 


2737 


2948 


3159 


3369 


124.. 


856 


1070 


1284 


1498 


1712 


1926 


2140 


2354 


2568 


2782 


2996 


3210 


3424 


125. . 


870 


1087 


1305 


1522 


1740 


1957 


2175 


2392 


2610 


2827 


3045 


3262 


3480 


126.. 


884 


1105 


1326 


1547 


1768 


1989 


2210 


2431 


2652 


2872 


3093 


3315 


3535 


127. . 


898 


1122 


1347 


1571 


1796 


2020 


2245 


2469 


2694 


2918 


3143 


3367 


3592 


128.. 


912 


1140 


1368 


1596 


1824 


2052 


2280 


2508 


2736 


2964 


3192 


3420 


3649 


129. . 


926 


1158 


1390 


1621 


1853 


2085 


2316 


2548 


2779 


3011 


3242 


3474 


3706 


130.. 


941 


1176 


1411 


1646 


1882 


2117 


2352 


2587 


2822 


3058 


3293 


3528 


3764 


131.. 


955 


1194 


1433 


1672 


1911 


2150 


2389 


2627 


2866 


3105 


3344 


3583 


3822 


132. . 


970 


1213 


1455 


1698 


1940 


2183 


2425 


2668 


2910 


3153 


3395 


3638 


3880 


133.. 


985 


1231 


1477 


1723 


1970 


2216 


2462 


2708 


2954 


3200 


3446 


3693 


3939 


134. . 


1000 


1250 


1500 


1750 


1999 


2249 


2499 


2749 


2999 


3249 


3499 


3749 


3999 


135.. 


1015 


1268 


1522 


1775 


2030 


2284 


2537 


2790 


3044 


3298 


3551 


3805 


4059 


136. . 


1029 


1286 


1543 


1801 


2058 


2315 


2572 


2830 


3087 


3344 


3601 


3859 


4116 


137.. 


1044 


1305 


1566 


1827 


2088 


2349 


2610 


2871 


3132 


3393 


3654 


3916 


4177 


138. . 


1059 


1324 


1589 


1854 


2119 


2384 


2649 


2914 


3178 


3443 


3708 


3973 


4238 


139.. 


1075 


1344 


1612 


1881 


2150 


2418 


2687 


2P56 


3225 


3493 


3762 


4031 


4300 


140. . 


1090 


1363 


1636 


1908 


2181 


2453 


2726 


2999 


3271 


3544 


3816 


4089 


4362 


141.. 


1106 


1383 


1659 


1936 


2212 


2489 


2765 


3042 


3318 


3595 


3871 


4148 


4424 


142.. 


1122 


1402 


1683 


1963 


2244 


2524 


2804 


3085 


3365 


3646 


3926 


4207 


4487 


143. . 


1138 


1422 


1706 


1991 


2275 


2560 


2844 


3128 


3413 


3697 


3982 


4266 


4551 


144.. 


1154 


1442 


1730 


2019 


2307 


2596 


2884 


3172 


3461 


3749 


4038 


4326 


4614 



For variations in weight of Sheared Plates, see page 843. 
Chicago — Joseph T. Ryerson & Son — New York 



:Ms 



\v !•: ten i 



a n n 



DIM E N 



I o X s 



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Chicago — Joseph T. Ryerson & Son — New York 



f>20 



\V E I G II T S AND DIM E N S I O N S 



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( ii i > v >. I i i- it I . RYIIIOM I SOU — N II Vnm; 



WEIGHTS AND DIMENSIONS 921 



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Chicago — Joseph T. Ryerson & Son — New York 



922 



\V i: I G TT T S A N D l» I M E X S I O N S 



WEIGHTS OF IRON AND STEEL PLATE 

POUNDS PER SQUARE FOOT 



Thick- 


Iron — 


Steel- 


Steel- 


Thick- 


Iron— 


Steel- 


Steel- 


ness 


Estimating 


Estimating 


Theoretical 


ness 


Estimating 


Estimating 


Theoretical 


A 


1.35 


1.40 


1.275 


H 


28.25 


29.00 


28.05 


tV 


2.70 


2.75 


2.550 


:i 4 


30.75 


31.50 


30.60 


tV 


4.00 


4.10 


3.825 


8 


33.50 


34.00 


33.15 


Vh 


5.40 


5.50 


5.100 


Vh 


36.00 


36.75 


35.70 


A 


6.75 


6.90 


6.375 


ft 


38.50 


39.25 


38.25 


A 


8.10 


8.30 


7.650 




41.00 


41.75 


40.80 


ft 


9.50 


9.75 


8.925 


ift i 


43.50 


44.50 


43.35 


K 


10.75 


11.00 


10.200 


iy* 


46.00 


46.75 


45.90 


tV 


12.00 


12.25 


11.475 


IrV 


48.50 


49.50 


48.45 


A 


13.25 


13.50 


12.750 


Wa, 


51.00 


52.00 


51.00 


H 


14.50 


14.75 


14.025 


ifV 


53.50 


54.50 


53.55 


3 /8 


16.00 


16.25 


15.300 


1*8 


56.00 


57.25 


56.10 


H 


17.00 


17.50 


16.575 


1ft 


58.50 


60.00 


58.65 


tV 


18.25 


18.75 


17.850 


IV? 


61.00 


62.50 


61.20 


H 


19.50 


20.00 


19.125 


M 


66.25 


67.75 


66.30 


H 


20.75 


21.25 


20.400 


m 


71.25 


72.75 


71.40 


ft 


23.25 


23.75 


22.950 


V/h 


76.25 


78.00 


76.50 


N 


25.75 


26.25 


25.500 


2 


81.50 


83.25 


81.60 



• For variations in weight of Sheared Plates, see page 843. 



CORRUGATED SHEETS 





Weights in Pounds pkk .Sh'ahk 


Standard 
Lengths 
—Width 
26 inches 


Sheets per 

Square — 

100 square 

feet 


Square 
Feet 

sEeet 


Gauge 

No*. 


Black and Painted 


Galvanized 




t inch 
Corrug. 


\\i inch 
Corrug. 


2,2Hand 
1 inch 
Corrug. 


1' 4 inch 
Corrug. 






60 
72 
84 
96 
106 

120 
141 


9.231 

7.692 

6 760 
5 128 
4 616 
8.846 


10.833 
13.000 
15.160 
17 333 
19.500 
21.666 
26.000 


16 

18 

20 
21 

23 
M 

27 
2.s 


271 
217 
163 
180 
186 
123 

no 

96 
83 
76 
68 


17(> 
1.56 
142 
128 

114 
100 

Mi 

79 
72 


286 

17s 
166 
151 

Lis 
124 

ill 
98 
91 

85 


1 85 

1.-.7 

"loi 

94 

87 


The abovt* applies on \\i 
inch, 2 inch. 2 1 j inch, 3 inch 
■■d •"> inch Corrugations. 

See stock, page 313. 



Chicago i • - » ■ ■ i k > i k s <> \ 



N I \\ Y 



D A T A — M I S C E L L A N E O IT S 1001 



DIMENSIONS OF RIVETS 



STRUCTURAL RIVETS BOILER RIVETS 

BUTTON HEAD COUNTERSUNK CONE HEAD STEEPLE HEAD 



U-o-J 



W = 1%XD 



\ ? |V- 

pp L|w. 



* EG> *.Z\ 



L-D-J 

W=1.839XD 
H= J^XD 
Taper = 51° 



L~w4.J 



L-D--J 

T= ifXD 
H= y s XD 
W = 1MXD 



w 



L -D--4 



H= D 
W=2 XD 



jj 


E, 


J3 


2 


^a 


E 


1 


^ 


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03 


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g & 


s 


r 


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M 


so 

Q 




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r 


5 






K 


^8 


K 


H 


15 
16 


M 


X 


15. 
32 


_7_ 
16 


% 


X 


H 


1 


* 9 
16 


27 
64 


63 
64 


* 9 
16 


IA 


9 

32 


* 9 
16 


17 
32 


31 
64 


63 
64 


* 9 
16 


9 
16 


m 


X 


15 
32 


IA 


X 


1 5 

±32 


5 
16 


X 


19 
32 


35 
64 


IA 


K 


X 


IX 


* 11 

16 


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* 11 

16 


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11 

32 


11 

16 


41 
64 


39 
64 


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11 

16 


11 

16 


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A 


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X 


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64 


21 
32 


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16 


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23 
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13 
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7 
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*Special Sizes. 



Chicago — -Joseph T. Ryerson & Son — New York 



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Chicago — Joseph T. Ryerson & Son — New York 



1004 L> A T A 



M I S C E L L A N K O U S 



STANDARD GAUGES 

EQUIVALENTS IN DECIMALS OF AN INCH 





Thickness in Decimals op an Inch 


Number 
















of 

(i.tUL'f 


Bir- 


Browne <fc 


United states 
Standard Plate 


British 


Wash- 
burn & 


Trenton 


stul = 

Steel 




mingham 


Sharpe 


Iron and Steel 


Imperial 


Moen 
Mfe.Co 


Iron Co. 


Wire 


7-l»'s 






.500 

.46875 

.4375 

.40625 


.500 
164 

.432 
.400 








6-0'i 












5-0'b 






".3938' 


.40 




4-0'b 


"!454" 


",&" 




8-0'i 


.425 


.40964 


.375 


.372 


.3625 


.36 




2-0*8 


.380 


.3648 


.34375 


.348 


.3310 


.33 







.340 


.32486 


.3125 


.324 


.3065 


.305 




1 


.300 


.2893 


28125 


.300 


.2830 


.285 


">227" 


2 


.284 


.25763 


.265625 


.276 


.2625 


.265 


.219 


3 


.259 


.22042 


.25 


.252 


.2437 


.245 


.212 


4 


.238 


.20431 


.234375 


.232 


.2253 


.225 


.207 


5 


.220 


.18194 


.21875 


.212 


.2070 


.205 


.204 


6 


.203 


.16202 


.203125 


.182 


.1920 


.190 


.201 


7 


.180 


1442s 


.1875 


.176 


.1770 


.175 


.199 


8 


.165 


.12849 


. 171875 


.160 


1620 


.160 


.197 


9 


.148 


.11443 


. 15625 


.144 


14s:; 


.145 


.194 


10 


.134 


.10189 


.140625 


.128 


.1350 


.130 


.191 


11 


.120 


.090742 


.125 


.116 


.1205 


117.i 


.188 


12 


.109 


.080808 


.109375 


.104 


.1055 


.1050 


185 


13 


.095 


0719$1 


.09375 


.092 


.0915 


.0925 


182 


14 


.083 


.064084 


.078125 


.080 


.0800 


.0800 


.180 


15 


.072 


.057068 


.0703125 


.072 


.0720 


.0700 


171 


16 


.065 


.05082 


.0625 


.064 


.0626 


.0610 


.175 


17 


.058 


.045257 


.05625 


.056 


.0540 


.0626 


172 


18 


.049 


.040303 


.05 


.048 


.0475 


.0450 


.168 


IS 


.042 


.03589 


.04375 


.040 


.0410 


.0400 


.164 


20 


.035 


.031961 


.0375 


.on 


.0348 




.161 


21 


.082 


028462 


.084376 


.082 


.08175 


.0810 


.157 


22 




.025347 


.03186 


.089 


.0286 


0280 


155 




.025 


022571 


.028188 


.024 


.0258 


.0260 


[|8 


34 


.1122 


.0201 


.086 


.022 


.0230 


.0821 


151 


25 


020 


.0179 


.021875 


.020 


.0204 


.0200 


.148 


26 


.018 


.01594 


.01875 


.018 


.0181 


.0180 


.146 


27 


.016 


.014195 


.0171875 


.0164 


.0173 


.0170 


.143 


28 


.014 


.012641 


.015625 


.0148 


.0162 


.0160 


.139 


29 


.013 


011817 


.IH40625 


0186 


.0150 


.0150 


.134 




.012 


.010025 


.0125 


.0124 


.0110 


.0140 


127 


81 


010 


IMKV.I2S 


0108871 


.0116 


.0132 


.0136 


.180 




ooo 


00785 


(H015625 


.0108 


.0188 


.0120 


115 




.008 


00706 


009375 


.0100 


oils 


.0110 


112 




.007 


.006304 


.00859375 


.0092 


.0104 


.0100 


.110 


35 


.005 


,001614 


.0078125 


.0084 


BOM 


.0095 


.106 




.004 


606 


0O7O 


0O76 


.0090 


.0090 


101 






004453 


0061 ; 


0068 




.0086 


.108 








0O82B 






.0080 


101 














0076 


.686 


4D 












.0878 















Chic aoo Jo tit a I . Rvinoii I E ■ V u k k 



D A T A — M I S C E L L A N E O U S 1005 

DECIMALS OF A FOOT FOR EACH 1-64th OF 
AN INCH 








1 


2 


3 


4 


5 


6 


7 


8 


9 


10 


11 




Inch 


Inch 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 




.0000 


.0833 


.1667 


.2500 


.3333 


.4167 


.5000 


.5833 


.6667 


.7500 


.8333 


.9167 


& 


.0013 


.0846 


.1680 


.2513 


.3346 


.4180 


.5013 


.5846 


.6680 


.7513 


.8346 


.9180 


h 


.0026 


.0859 


.1693 


.2526 


.3359 


.4193 


.5026 


.5859 


.6693 


.7526 


.8359 


.9193 


A 


.0039 


.0872 


.1706 


.2539 


.3372 


.4206 


.5039 


.5872 


.6706 


.7539 


.8372 


.9206 


i 

16 


.0052 


.0885 


.1719 


.2552 


.3385 


.4219 


.5052 


.5885 


.6719 


.7552 


.8385 


.9216 


_5_ 
64 


.0065 


.0898 


.1732 


.2565 


.3398 


.4232 


.5065 


.5898 


.6732 


.7565 


.8398 


.9232 


& 


.0078 


.0911 


.1745 


.2578 


.3411 


.4245 


.5078 


.5911 


.6745 


:7578 


.8411 


.9245 


7 
64 


.0091 


.0924 


.1758 


.2591 


.3424 


.4258 


.5091 


.5924 


.6758 


.7591 


.8424 


.9258 


3^ 


.0104 


.0937 


.1771 


.2604 


.3437 


.4271 


.5104 


.5937 


.6771 


.7604 


.8437 


.9271 


9 
64 


.0117 


.0951 


.1784 


.2617 


.3451 


.4284 


.5117 


.5951 


.6784 


.7617 


.8451 


.9284 


5 
32 


.0130 


.0964 


.1797 


.2630 


.3464 


.4297 


.5130 


.5964 


.6797 


.7630 


.8464 


.9297 


11 
64 


.0143 


.0977 


.1810 


.2643 


.3477 


.4310 


.5143 


.5977 


.6810 


.7643 


.8477 


.9310 


_3_ 
16 


.0156 


.0990 


.1823 


.2656 


.3490 


.4323 


.5156 


.5990 


.6823 


.7656 


.8490 


.9323 


13 
64 


.0169 


.1003 


.1836 


.2669 


.3503 


.4336 


.5169 


.6003 


.6836 


.7669 


.8503 


.9336 


7 
32 


.0182 


.1016 


.1849 


.2682 


.3516 


.4349 


.5182 


.6016 


.6849 


.7682 


.8516 


.9349 


15 
64 


.0195 


.1029 


.1862 


.2695 


.3529 


.4362 


.5195 


.6029 


.6862 


.7695 


.8529 


.9362 


H 


.0208 


.1042 


.1875 


.2708 


.3542 


.4375 


.5208 


.6042 


.6875 


.7708 


.8542 


.9375 


17 
64 


.0221 


.1055 


.1888 


.2721 


.3555 


.4388 


.5221 


.6055 


.6888 


.7721 


.8555 


.9388 


£ 


.0234 


.1068 


.1901 


.2734 


.3568 


.4401 


.5234 


.6068 


.6901 


.7734 


.8568 


.9401 


19. 
64 


.0247 


.1081 


.1914 


.2747 


.3581 


.4414 


.5247 


.6081 


.6914 


.7747 


.8581 


.9414 


5 
16 


.0260 


. 1094 


.1927 


.2760 


.3594 


.4427 


.5260 


.6094 


.6927 


.7760 


.8594 


.9427 


21 
64 


.0273 


.1107 


.1940 


.2773 


.3607 


.4440 


.5273 


.6107 


.6940 


.7773 


.8607 


.9440 


H 


.0286 


.1120 


.1953 


.2786 


.3620 


.4453 


.5286 


.6120 


.6953 


.7786 


.8620 


.9453 


23 
64 


.0299 


.1133 


.1966 


.2799 


.3633 


.4466 


.5299 


.6133 


.6966 


.7799 


.8633 


.9466 


H 


.0312 


.1146 


.1979 


.2812 


.3646 


.4479 


.5312 


.6146 


.6979 


.7812 


.8646 


.9479 


25 
64 


.0326 


.1159 


.1992 


.2826 


.3659 


.4492 


.5326 


.6159 


.6992 


.7826 


.8659 


.9492 


M 


.0339 


.1172 


.2005 


.2839 


.3672 


.4505 


.5339 


.6172 


.7005 


.7839 


.8672 


.9505 


27 
64 


.0352 


.1185 


.2018 


.2852 


.3685 


.4518 


.5352 


.6185 


.7018 


.7852 


.8685 


.9518 


£ 


.0365 


.1198 


.2031 


.2865 


.3698 


.4531 


.5365 


.6198 


.7031 


.7865 


.8698 


.9531 


ft 


.0378 


.1211 


.2044 


.2878 


.3711 


.4544 


.5378 


.6211 


.7044 


.7878 


.8711 


.9544 


15. 
32 


.0391 


.1224 


.2057 


.2891 


.3724 


.4557 


.5391 


.6224 


.7057 


.7891 


.8724 


.9557 


3i 
64 


.0404 


.1237 


.2070 


.2904 


.3737 


.4570 


.5404 


.6237 


.7070 


.7904 


.8737 


.9570 


H 


.0417 


.1250 


.2083 


.2917 


.3750 


.4583 


.5417 


.6250 


.7083 


.7917 


.8750 


.9583 



Chicago — Joseph T. Ryerson & Son — New York 



lOOtt DATA — MISCELLANEOUS 

DECIMALS OF A FOOT FOR EACH 1-64th OF 
AN INCH 








1 


2 


3 


4 


5 


6 


7 


8 


9 


10 


11 




Inch 


Inch 


Inches Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


Inches 


X 


.0417 


.1250 


.2083 


.2917 


.3750 


.4583 


.5417 


.6250 


.7083 


.7917 


.8750 


.9583 


3 3 
6 4 


.0430 


.1263 


.2096 


.2930 


.3763 


.4596 


.5430 


.6263 


.7096 


.7930 


.8763 


.9596 


1 7 
3~2 


.0443 


.1276 


.2109 


.2943 


.3776 


.4609 


.5443 


.6276 


.7109 


.7943 


.8776 


.9609 


IS 
6 4 


.0456 


.1289 


.2122 


.2956 


.3789 


.4622 


.5456 


.6289 


.7122 


.7956 


.8789 


.9622 


9 
16 


.0469 


1302 


.2135 


.2969 


.3802 


.4635 


.5469 


.6302 


.7135 


.7969 


.8802 


96.35 


37 
• 4 


.0482 


1315 


.2148 


.2982 


.3815 


.4648 


.5482 


.6315 


.7148 


.7982 


.8815 


.9648 


32 


.0495 


.1328 


.2161 


.2995 


.3828 


.4661 


.5495 


.6328 


.7161 


.7995 


.8828 


.9661 


3 9 
64 


.0508 


.1341 


.2174 


.3008 


.3841 


.4674 


.5508 


.6341 


.7174 


.8008 


.8841 


.9674 


v% 


.0521 


1354 


.2188 


.3021 


.3854 


.4688 


.5521 


.6354 


.7188 


.8021 


.8854 


.9688 


41 
64 


.0534 


.1367 


.2201 


.3034 


.3867 


.4701 


.5534 


.0367 


.7201 


.8034 


.8867 


.9701 


H 


.0547 


.1380 


.2214 


.3047 


.3880 


.4714 


.5547 


.6380 


.7214 


.8047 


.8880 


.9714 


a 


.0560 


1393 


2227 


.3060 


.3893 


.4727 


.5560 


.6393 


.7227 


.8060 


.8893 


.9727 


ii 

16 


.0573 


.1406 


.2240 


.3073 


.3906 


.4740 


.5573 


.6406 


.7240 


.8073 


.8906 


.9740 


45 
6T 


.0586 


.1419 


2253 


.3086 


.3919 


.4753 


.5586 


.6419 


.7253 


.8086 


.8919 


.9753 


2 3 
3"2 


.0599 


.1432 


.2266 


.3099 


.3932 


.4766 


.5599 


.6432 


.7266 


.8099 


8932 


.9766 


H 


.0612 


.1445 


.2279 


.3112 


3945 


.4779 


.5612 


.6445 


.7279 


.8112 


.8945 


.9779 


H 


.0625 


.1458 


.2292 


.3125 


3956 


.4792 


.5625 


.6458 


.7292 


.8125 


.8958 


.9792 


49 
6 4 


.0638 


.1471 


.2305 


.3138 


.3971 


.4805 


.5638 


.6471 


7305 


.8138 


.8971 


.9805 


25 
3T 


.0651 


.1484 


.2318 


.3151 


.3984 


.4818 


.5651 


.6484 


.7318 


.8151 


.8984 


.9818 


51 

s 


0664 


.1497 


.2331 


.3164 


.3997 


.4831 


.5664 


.6497 


.7331 


.8164 


.8997 


.9831 


.0677 


.1510 


2344 


.3177 


.4010 


.4844 


.5677 


.6510 


7344 


.8177 


.9010 


.9844 


H 


0690 


1523 


.2357 


.3190 


.4023 


.4857 


.5690 


6523 


7357 


.8190 


9023 


.9857 


H 


.0703 


1536 


.2370 


.3203 


.4036 


.4870 


.5703 


.6536 


.7370 


.8203 


.9036 


.9870 


H 


0716 


.1549 


.2383 


.3216 


.4049 


.4883 


.5716 


.6549 


.7383 


8216 


.9049 


.9883 


H 


.0729 


.1562 


2396 


.3229 


.4062 


.4896 


.5729 


.6562 


7396 


.8229 


.9082 


.9896 


H 


0742 


1576 


2409 


.3242 


.4076 


.4909 


5742 


.6576 


.7409 


BS4J 


9076 


.9909 


H 


.0755 


.1589 


2422 


.3255 


.4089 


4922 


5755 


.6589 


7422 


8SSI 


.9089 


.9922 


.0768 


1602 


Mil 


.3268 


.4102 


.4935 


5768 


.6602 


.7435 


.8268 


9102 


.9935 


.0781 


1615 


.2448 


.3281. 


4115 


.4948 


.5781 


6615 


.7448 


.8281 


.9115 


.mi 


*4 


0794 


.1628 


.2461 


3294 


.4128 


.4961 


5794 


6628 


.7461 


.8294 


.9128 


.9961 


N 


.0807 


1641 


2474 


.3307 


4141 


4974 


.5807 


M4J 


7474 


.8307 


.9141 


.9974 


H 


.0820 


.1654 


.2487 


3320 


.4154 


.4987 


5820 


6654 


.7487 


8320 


9154 


.9987 
1.0000 










f 

















Chicago — Joseph T • Rykison & B O X — New York 



DATA — MISCELLANEOUS 1007 



DECIMALS OF AN INCH FOR EACH 1-64th 



32nds 


64ths 


Decimal 


Fraction 


32nds 


64ths 


Decimal 


Fraction 




1 


.015625 






33 


.515625 




1 


2 


.03125 




17 


34 


.53125 






3 


.046875 






35 


.546875 




2 


4 


.0625 


l 

16 


18 


36 


.5625 


9 
16 




5 


.078125 






37 


.578125 




3 


6 


.09375 




19* 


38 


.59375 






7 


.109375 






39 


.609375 




4 


8 


.125 


Vs 


20 


40 


.625 


Vs 




9 


.140625 






41 


.640625 




5 


10 


. 15625 




21 


42 


.65625 






11 


.171875 






43 


.671875 




6 


12 


.1875 


T6 


22 


44 


.6875 


n 

16 




13 


.203125 






45 


.703125 




7 


14 


.21875 




23 


46 


.71875 






15 


.234375 






47 


.734375 




8 


16 


.25 


H 


24 


48 


.75 


% 




17 


.265625 






49 


.765625 




9 


18 


.28125 




25 


50 


.78125 






19 


.296875 






51 


.796875 




10 


20 


.3125 


S 

16 


26 


52 


.8125 


13 
16 




21 


.328125 






53 


.828125 




11 


22 


.34375 




27 


54 


.84375 






23 


.359375 






55 


.859375 




12 


24 


.375 


% 


28 


53 


.875 


v% 




25 


.390625 






57 


.890625 




13 


26 


.40625 




29 


58 


.90625 






27 


.421875 






59 


.921875 




14 


28 


.4375 


7 
16 


30 


60 


.9375 


15 
16 




29 


.453125 






61 


.953125 




15 


30 


.46875 




31 


62 


.96875 






31 


.484375 






63 


.984375 




16 


32 


.5 


Vi 


32 


64 


1. 


1 



Chicago — Joseph T. Ryerson & Son — New York 



1008 n A 



A — M 



S G E t L A N R (i U S 



CIRCUMFERENCES AND AREAS OF CIRCLES 







ADVANCING BY 


EIGHTHS 






Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


A 


Dim 


.00019 


2*8 


8.2467 


5.4119 


m 


21 206 


35.785 


s 


.09818 


.00077 


2H 


8.4430 


5.6727 




21.598 


37 122 


A 


.14736 


.00173 


i 

2tf 
3 


8.6394 


5.9396 


7 
7', 






§ 


.19635 
.29452 
.39270 
.49087 


.00307 
.00690 
.01227 
.01917 


8.8357 
9.0321 
9.2284 
9.4248 


6.2126 
6.4918 
6.7771 
7.0686 


21 .991 
22.384 

22 776 
23.169 

23 562 


38 485 

39 871 

41 282 

42 71s 
44 17'.i 


i 


.58905 
.68722 


.02761 
.03758 


3A 


9.6211 
9.8175 


7.3662 
7.6699 


23.955 
84.347 


45.664 
47 173 


H 


. 7S540 


.04909 


3A 


10.014 


7.9798 




24.740 


48.707 


| 
s 

H 


.88357 

.98175 

1.0799 


.06213 
.07670 
.09281 


l 3 s 


10.210 
10.407 
10.603 


8.2958 
8.6179 
8.9462 


8 


25.133 
25.525 


60 868 

61 B49 


1 1781 


11045 


3A 


10.799 


9.2806 


&H 


25.918 


53.456 


1.2763 
1.3744 
1.4726 


19962 

. 15033 

.17257 


3', 
3ft 

3H 
Sfg 

3U 
3 7 i 
3H 


10.996 
11.192 
11.388 
11 585 


9.6211 
9.9678 
10.321 
10 680 




26.311 
26.704 
87.096 

27.489 


55.088 
56 745 
58 426 
60.132 


1 
§ 

8 

H 


1.5708 
1.6690 
1.7671 
1.8653 
1.9635 
2.0617 


. 19635 
.22166 
.24850 
.27688 
.30680 
33824 


11.781 
11.977 

12 174 
12.370 


11.045 
11.416 

11.793 
12 177 


m 

9 
9K 


27.882 

28.274 

28.667 
29.060 


61.868 

63 617 
65.397 
67.201 


4 


12.566 


12.566 


m 


29.452 


69.039 


2 1598 


37122 


4A 


12.763 


12 962 


9H 


29.845 


70.882 


2 2580 


! 40574 


4H 


12.959 


13 364 


m 


30 238 


72.760 






4A 


13 155 


13 772 


9*2 


30.631 


74.662 


H 


2.3562 


.44170 


4% 


13.352 


14 186 




31.023 


76.699 


i 

8 


2 4544 
2 5525 
2.6507 
2.7489 
2.8471 
2 9452 
3.0434 


.47937 
.51849 
.55914 
.60132 
.64504 
.69029 
.73708 


4A 

4* 8 
4A 

v 2 

6ft 

45 8 

4tt 


13.548 
18 744 

13 941 

14 137 
14 334 
14.530 
14 726 


14 607 

15 033 
15.466 
15 904 
16.349 
16.800 
17 257 


10 

10's 

10W 

ion 
ioh 

ION 


31.416 
31.809 
32.201 
32 594 

32.987 
33.379 


78.540 
80.516 
82.516 
84.541 
86.590 
88 664 
90.763 


l 


3.1416 


.7854 


4Jj| 


14 923 


17.721 


ioH 


34.165 


93 886 


1A 
iji 
1A 
Ik 


3.3379 
3.5343 
3.7306 
3.9270 


.8866 

.9940 

1 107.i 

1 2272 


4H 
5 


15 119 
15.315 
15.512 
15.708 


18.190 
18.665 
19 147 
19.635 


n 

IPs 

11H 

ii J B 


34.558 
34 966 

36 736 
36 12s 

36 521 
36 '.'14 

37.306 


95 033 
97 205 

I'M 63 




4 1233 


1.3530 


Mb 


15.904 


30 130 


1 I s 

111, 


103 87 


i - 


4 3197 


1 4849 




16.101 




' 1 - 

1 1 '■ s 


KM 14 
108 43 


I A 


4 5160 


1 6230 


5A 




21 185 


11*4 




4 7124 

\ "us; 


1.7671 
1 9175 


5>4 

5A 


16 4 '.'3 


21 648 

22 166 


1 1 I 

11\ 




1 - 


5 1061 




16.886 


22 661 


12 




113 10 


lli 


5 3014 




5 h 


17 082 


23 221 


12' s 




115 47 


i£ 








i: m 




\2\ 


38 485 


117 v. 


in 








17 47.-) 


24 301 


isN 














17 671 


24.850 


12>, 






Ml 


t 0868 


2 9483 


5H 




25 406 








2 


g >y : • 


i 1616 


18 064 








127.68 


2A 




3 3410 


M 










130.19 






3 6666 


18 457 




13 


40 841 


132 73 






3 7583 


5» 


18.653 


27 688 


13^ 


41 238 




2k 


7 0686 




I 


18 850 


n 174 


13M 


41 626 








4 2000 


M 








42 019 


no 66 




4 4301 








13 • 


A2 112 


141 14 












11 919 




42 MM 




IM 


7 3640 












43 197 




3ft 


8 0503 


6 1572 




20 813 


34 472 




4: 690 


151 20 



1 11 h 1 R vine m I S 



N I W \ ' "' R K 



DATA 



MISCELLANEOUS 1009 



CIRCUMFERENCES AND AREAS OF CIRCLES 

CONTINUED 



Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


14 


43.982 


153.94 


21% 


67.152 


358.84 


283% 


90.321 


649.18 


14% 


44.375 


156.70 


21% 


67.544 


363.05 


28% 


90.713 


654.84 


14% 

vm 


44.768 
45.160 
45.553 
45.946 
46.338 


159.48 
162.30 
165.13 
167.99 
170.87 


21^ 

21% 

21% 

22 

TLA 


67.937 
68.330 
68.722 
69.115 
69.508 


367.28 
371.54 
375.83 
380.13 
384.46 


29 

29% 
29% 
29% 
29% 


91.106 
91.499 
91.892 
92.284 
92.677 


660.52 
666.23 
671.96 
677.71 
683.49 


46.731 


173 . 78 


MA 


69.900 


388.82 


29% 


93.070 


689.30 


15 


47.124 


176.71 


22% 


70.293 


393.20 


29% 


93.462 


695.13 


15% 


47.517 


179.67 


22Y 2 


70.686 


397.61 


29% 


93.855 


700.98 


15^ 


47.909 


182.65 


22% 


71.079 


402.04 








15% 


48.302 


185.66 


22A 


71.471 


406.49 


30 


94.248 


706.86 


15% 

15% 


48.695 
49.087 
49.480 
49.873 


188.69 
191.75 
194.83 
197.93 


223^ 
23 

23% 
23M 


71.864 
72.257 
72.649 
73.042 


410.97 
415.48 
420.00 
424.56 


30% 
30% 
30% 
30% 
30% 
30% 
30% 


94 . 640 
95.033 
95.426 
95.819 
96.211 


712.70 
718.69 
724.64 
730.62 
736 62 


16 


50.265 


201.06 


23% 


73.435 


429.13 


96 . 604 


742.64 
748.69 


lew 


50.658 


204.22 


23% 


73.827 


433.74 


96.997 


16% 


51.051 


207.39 


23% 


74.220 


438.36 






16% 


51.444 


210.60 


23% 


74.613 


443.01 


31 


97.389 


754.77 


16% 


51.836 


213.82 


23% 


75.006 


447.69 


31% 


97.782 


760.87 


16% 


52.229 


217.08 


24 


75.398 


452 . 39 


31% 


98.175 


766.99 


16% 


52.622 


220.35 


24% 


75 791 


457 11 


31% 


98.567 


773.14 


16% 
17 


53.014 
53.407 


223.65 
226.98 


24% 
24% 


76.184 
76.576 


461.86 
466.64 


31% 

31% 
31% 
31% 


98.960 
99.353 
99.746 
100.138 


779.31 
785.51 
791.73 
797.98 


17% 


53.800 


230.33 


2434 


76.969 


471.44 


17% 


54.192 


233.71 


24% 


77.362 


476.26 




17% 


54.585 


237.10 


24% 


77.754 


481.11 


32 


100.531 


804.25 


17% 


54.978 


240.53 


24% 


78.147 


485.98 


32% 


100.924 


810.54 


\m 


55.371 


243.98 


25 


78.540 


490 87 


32% 


101.316 


816.86 


nu 


55.763 


247.45 


25K 


78.933 


495.79 


32% 


101.709 


823.21 


17% 


56.156 


250.95 


2534 


79.325 


500.74 


32% 


102.102 


829.58 


18 


56.549 


254.47 


"25% 


79.718 


505.71 


32% 


102.494 


835.97 


is% 


56.941 


258.02 


2534 


80.111 


510.71 


32% 


102.887 


842.39 


ISA 


57.334 


261.59 


25% 


80.503 


515.72 


32% 


103.280 


848.83 


ISA 


57.727 


265.18 


25% 


80.896 


520.77 


33 


103.673 


855.30 


isy 2 


58.119 


268.80 


25% 


81.289 


525.84 


33% 


104.065 


861.79 


ISA 


58.512 


272.45 


26 


81.681 


530.93 


33% 


104.458 


868.31 


ISA 


58.905 


276.12 


26% 


82.074 


536.05 


33% 


104.851 


874.85 


18% 


59.298 


279.81 


2634 


82.467 


541 . 19 


33% 


105.243 


881.41 


19 


59.690 


283.53 


26% 


82.860 


546.35 


33% 


105.636 


888.00 


19% 


60.083 


287.27 


26% 


83.252 


551.55 


33% 


106.029 


894.62 


19% 


60.476 


291.04 


26% 


83.645 


556.76 


33% 


106.421 


901.26 


19% 


60.868 


294.83 


26% 


84.038 


562.00 


34 


106.814 


907.92 


19% 


61.261 


298.65 


26% 


84.430 


567.27 


34% 


107.207 


914.61 


19% 


61 . 654 


302.49 


27 


84.823 


572.56 


34% 


107.600 


921.32 


19% 


62.046 


306.35 


27% 


85.216 


577.87 


34% 


107.992 


928.06 


19J^ 


62.439 


310.24 


27% 


85.608 


583.21 


34% 


108.385 


934.82 


20 


62.832 


314.16 


27% 


86.001 


588.57 


34% 


108 . 778 


941.61 


20H 


63.225 


318.10 


27% 


86.394 


593.96 


34% 


109.170 


948.42 


20% 


63.617 


322.06 


27% 


86.786 


599.37 


34% 


109.563 


955.25 


20% 


64.010 


326.05 


27% 


87.179 


604.81 


35 


109 956 


962 11 


20% 


64.403 


330.06 


27% 


87.572 


610.27 


35% 


110.348 


969.00 


20% 


64.795 


334.10 


28 


87.965 


615.75 


35% 


110.741 


975.91 


20% 


65.188 


338.16 


28% 


88.357 


621.26 


35% 


111.134. 


982.84 


20% 


65.581 


342 . 25 


2834 


88.750 


626.80 


35% 


111.527 


989.80 


21 


65.973 


346.36 


28% 


89.143 


632.36 


35% 


111.919 


996.87 


21% 


66.366 


350.50 


28% 


89.535 


637.94 


35% 


112.312 


1003.8 


21% 


66.759 


354.66 


28% 


89.928 


643.55 


35% 


112.705 


1010.8 



Chicago — Joseph T. Ryerson & Son — New York 



1010 



D A T A 



m i s c ]•: l i. a x 1: o u s 



CIRCUMFERENCES AND AREAS OF CIRCLES 

CONTINUED 



Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


36 


113.097 


1017.9 


43 > 4 


135.874 


1469.1 


50% 


158.650 


3008.0 


36% 


113.490 


1025.0 


43% 


136.267 


1477.6 




159.043 


2012.9 


36»4 


113.883 


1032.1 


43 % 


136.659 


1486.2 


50 3 4 


159.436 


2022.8 


36% 


114.275 


1039.2 


43% 


137.052 


1494.7 


50% 


159.829 


2032.8 


»H 


114.668 


1046.3 


43% 


137.445 


1503.3 


51 
BIN 

51 % 
51% 


160.221 
160.614 
161.007 
161.399 


2042.8 
2052.8 
2062.9 
2073.0 


36% 
36% 
36% 


115.061 
115.454 
115.846 


1053.5 
1060.7 
1068.0 


43% 

44 

44% 


137.837 

138.230 
138.623 


1511.9 

1520.5 
1529.2 


37 


116.239 


1075.2 


44% 


139.015 


1537.9 


51% 


161.792 


2083.1 


37% 


116.632 


1082.5 


44% 


139.408 


1546.6 


51% 


162.185 


2093.2 


37% 


117.024 


1089.8 


44% 


139.801 


1555.3 


51% 


162.577 


2103.3 


37% 


117.417 


1097.1 


44% 


140.194 


1564.0 


51% 


162.970 


2113.5 


37% 


117.810 


1104.5 


44% 


140.586 


1572.8 


KO 


163.363 
163.756 
164.148 


2123.7 
2133.9 
2144.2 


87j| 

37% 
37% 


118.202 
118.596 
118.988 


1111.8 
1119.2 
1126.7 


44% 
45 


140.979 
141.372 


1581.6 
1590.4 


52% 

52'., 


45% 


141.764 


1599.3 




164.541 


2154.5 


38 


119.381 


1134.1 


45', 


142.157 


1608.2 


52' 2 


164 984 


2164.8 


38% 


119.773 


1141.0 


45% 


142 . 550 


1617.0 


52% 


165.326 


2175.1 


38% 


120.166 


1149.1 


4.5' ., 


142.942 


1626.0 


52% 


165.719 


2185.4 


38% 


120.559 


1156.6 


45% 


143.335 


1634.9 


52% 


166.112 


2195.8 


38% 
38% 
38% 

38% 


120.951 
121.344 
121.737 
122.129 


1164.2 
1171.7 
1179.3 
1186.9 


to 3 ., 
45% 

46 
46% 


143.728 
144.121 

144.513 
144.906 


1643.9 

1652.9 

1661.9 
1670.9 


53 

53' s 
53 '4 
53% 


166.504 
166.897 
167.290 
167. 6S3 


220.; 2 
2216.6 
2227.0 
2237.5 


39 


122.522 


1194.6 


46' 4 


145.299 


1680 


53 % 


168.075 


3348 


39% 


122.915 


1202.3 


46% 


14.5.691 


1689.1 


53% 


168.468 


2258.5 


39% 


123.308 


1210.0 


46% 


146.084 


1698.2 


53% 


168.861 


2269.1 


39% 


123.700 


1217.7 


46% 


146.477 


1707.4 


53% 


169.253 


2279.6 


89N 

39% 
39% 
39% 


124.093 
124.486 
124.878 
125.271 


1225.4 
1233.2 
1241.0 

1248.8 


46 3 4 
46% 

47 

47's 


146.869 
147.262 

147.655 
148.048 


1716.5 
1725.7 

1734.9 
1744.2 


54 

54% 
54% 

54% 


169.646 
170.039 
170.431 
170.834 


2290 2 
2300.8 
2311.5 
2322 1 


40 


125.664 


1256.6 


47' » 


148.440 


1753 5 


54 % 


171.217 


2332.8 


40' g 


126.056 


1264.5 


Wi 


148.833 


1762.7 


54% 


171.609 


23 IS 5 


40' 4 


126.449 


1272 4 


47', 


149.226 


1772.1 


51', 


173.003 


2354 3 


ION 


126.842 


1280.3 


47% 


149. 618 


1781.4 


54% 


173.396 


2365.0 


40' 2 
40'' { 
40% 
40% 


127.235 
127 627 
128.020 
128.413 


1288.2 
1296.2 
1304.2 

1312 2 


47- » 

47% 

48 

48% 


150.011 
150.404 

150.796 
161 189 


1790.8 
1800.1 

1809.6 
1819.0 


55 
55 1 , 


17_> 788 
173 180 

173 573 
173.966 


2375.8 
2386.6 
2397.5 
2408.3 


41 


128.805 


1320.3 


48H 


151.582 


1S2S 5 


55] ■> 


171 358 


2419.2 


41% 


129.198 


1328.3 


48% 


151.975 


1837.9 




174.751 


2430 1 


41% 


129.591 


1336.4 


4s', 


152.367 


1847 5 




175 144 


8441.1 


UN 


129.983 


1344 5 


48H 


152.760 


1857.0 




175.536 


3453.0 


41', 


130.376 


1352 7 


m 


153 153 


1866 5 


56 

56% 

56M 


175 939 

176 833 

176 715 

177 1H7 


1488 

2171 it 
3485 

2496 1 


41% 
MM 

ll ■-. 


130.769 
131.161 
131.554 


1360.8 
1360 o 
1377.2 


48% 
49 
69! i 


153 545 
153 938 

151 331 


1876 1 

1885 7 
1895 1 


42 


131 947 


1385 i 


49M 


154.733 


1905 11 




177 BOO 


2507 2 


42% 


132 310 


1393.7 




155 116 


1914 7 




177 893 




12', 


132 732 


1402.0 


4'.l', 


155 500 


1934 1 


66* 


17s 386 


252') 4 


42% 


133.125 


1410.3 


tt s 


155 903 


1934 i 




178 67^ 


2540 6, 


42% 


133 518 


nis e 




156 394 


1943 B 


57 


179.071 


2551 B 


42% 


133.910 


1427.0 


W4 


156 6S7 


1953 7 


nu 


170 468 


1683 


42% 


134.303 


1435 1 


50 


157 080 






170 B66 


3574 8 




IM.6M 


1443 8 


60% 


157 473 






180 840 




4:} 


135.088 


1452.2 


SOU 


157 865 


1983 -' 




180 642 




43% 


135.481 


1460.7 


ION 


158 25* 


1998 1 




181 034 


2608.0 



(Ml C A <, " - JoilP H 1 ■ K w k 1 p 31 \ So n — N »- w V<iRK 



DATA 



MISCELLANEOUS 1011 



CIRCUMFERENCES AND AREAS OF CIRCLES 

CONTINUED 



Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


57% 


181.427 


2619.4 


65 


204.204 


3318.3 


72^4 


226.980 


4099.8 


57% 


181.820 


2630.7 


65% 


204.596 


3331.1 


72% 


227.373 


4114.0 


58 
58% 
58 % 


182.212 


2642 1 


65% 


204.989 


3343.9 


72% 


227.765 


4128.2 


182 . 605 


2653 '. 5 


65% 


205.382 


3356.7 


72% 


228.158 


4142.5 


182 . 998 


2664 . 9 


65% 


205.774 


3369.6 


72% 


228.551 


4156.8 


58% 


183 . 390 


2676.4 


65% 


206.167 


3382.4 


72% 


228.944 


4171.1 


58% 


183.783 


2687.8 


65% 

65% 


206.560 
206.952 


3395.3 
3408.2 


73 


229.336 


4185.4 


58% 


184.176 


2699.3 


73% 


229.729 


4199.7 


58% 


184.569 


2710.9 


66 


207.345 


3421.2 


73% 


230.122 


4214.1 


58% 


184.961 


2722.4 


66% 


207.738 


3434.2 


73% 


230.514 


4228.5 


59 


185.354 


2734 . 


66% 


208.131 


3447.2 


73% 


230.907 


4242.9 


59% 


185.747 


2745.6 


66% 


208.523 


3460.2 


73% 


231.300 


4257.4 


59% 


186.139 


2757.2 


66% 


208.916 


3473.2 


73% 


231.692 


4271.8 


59% 


186.532 


2768.8 


66% 


209.309 


3486.3 


73% 


232.085 


4286.3 


59% 


186.925 


2780.5 


66% 


209.701 


3499.4 


74 


232 478 


4300 8 


59% 


187.317 


2792.2 


66% 


210.094 


3512.5 


74% 


232.871 


4315^4 


59% 


187.710 


2803.9 


67 


210.487 


3525.7 


74% 


233.263 


4329.9 


59% 


188.103 


2815.7 


67% 


210.879 


3538.8 


74% 


233.656 


4344.5 


60 


188.496 


2827.4 


67% 


211.272 


3552.0 


74% 


234.049 


4359.2 


60% 


188.888 


2839.2 


67% 


211.655 


3565.2 


74% 


234.441 


4373.8 


60% 


189.281 


2851.0 


67% 


212.058 


3578.5 


74% 


234.834 


4388.5 


60% 


189.674 


2862.9 


67% 


212.450 


3591.7 


74% 


235.227 


4403.1 


60% 


190.006 


2874.8 


67% 


212.843 


3605.0 


75 


235.619 


4417 9 


60% 


190.459 


2886.6 


67% 


213.236 


3618.3 


75% 


236.012 


4432 6 


60% 
60% 


190.852 


2898.6 


68 


213.628 


3631.7 


75% 


236.405 


4447.4 


191.244 


2910.5 


68% 


214.021 


3645.0 


75% 


236.798 


4462.2 


61 


191.637 


2922 5 


68% 


214.414 


3658.4 


75% 


237.190 


4477.0 


61% 


192.030 


2934.5 


68% 


214.806 


3671.8 


75% 


237.583 


4491.8 


61% 


192.423 


2946.5 


68% 


215.199 


3685.3 


75% 


237.976 


4506.7 


61% 


192.815 


2958.5 


68% 


215.592 


3698.7 


75% 


238.368 


4521.5 


61% 


193.208 


2970.6 


68% 


125.984 


3712.2 


76 


238 761 


4536.5 
4551.4 


61% 


193.601 


2982.7 


68% 


216.377 


3725.7 


76% 


239^154 


61% 
61% 


193 . 993 


2994.8 


69 


216.770 


3739.3 


76% 


239.546 


4566.4 


194.386 


3006 . 9 


69% 


217.163 


3752.8 


76% 


239.939 


4581.3 


62 


194.779 


3019.1 


69% 


217.555 


3766.4 


76% 


240.332 


4596.3 


61% 


195.171 


2031.3 


69% 


217.948 


3780.0 


76% 


240.725 


4611.4 


62% 


195.564 


3043.5 


69% 


218.341 


3793.7 


76% 


241.117 


4626.4 


62% 


195.957 


3055.7 


69% 


218.733 


3807.3 


76% 


241.510 


4641.5 


62% 


196.350 


3068.0 


68% 


219.126 


3821.0 


77 


241 903 


4656.6 
4671.8 


62% 


196.742 


3080.3 


69% 


219.519 


3834.7 


77% 


242^295 


62% 
62% 


197.135 


3092 . 6 


70 


219.911 


3848.5 


77% 


242 688 


4686.9 


197.528 


3104.9 


70% 


220.304 


3862.2 


77% 


243.081 


4702.1 


63 


197.920 


3117.2 


70% 


220.697 


3876.0 


77% 


243.473 


4717.3 


63% 


198.313 


3129.6 


70% 


221.090 


3889.8 


77% 


243.866 


4732.5 


63% 


198.706 


3142.0 


70% 


221.482 


3903.6 


77% 


244.259 


4747.8 


63% 


199.098 


3154.5 


70% 


221.875 


3917.5 


77,% 


244.652 


4763.1 


63% 


199.491 


3166.9 


70% 


222.268 


3931.4 


78 


245 044 


4778.4 


63% 


199.884 


3179.4 


70% 


222.660 


3945.3 


78% 


245.437 


4793^7 


63% 


200.277 


3191.9 


71 


223.053 


3959.2 


78% 


245.830 


4809.0 


63% 


200.669 


3204.4 


71% 


223.446 


3973.1 


78% 


246.222 


4824.4 


64 


201.062 


3217.0 


71% 


223.838 


3987.1 


78% 


246.615 


4839.8 


64% 


201.455 


3229.6 


71% 


224.231 


4001.1 


78% 


247.008 


4855.2 


64% 


201.847 


3242.2 


71% 


224.624 


4015.2 


78% 


247.400 


4870.7 


64% 


202.240 


3254.8 


71% 


225.017 


4029.2 


78% 


247.793 


4886.2 


64% 


202.633 


3267.5 


71% 


225.409 


4043.3 


79 


248.186 


4901.7 


64% 


203.025 


3280.1 


71% 


225.802 


4057.4 


79% 


248.579 


4917.2 


64% 


203.418 


3292.8 


72 


226.195 


4071.5 


79% 


248.971 


4932.7 


64% 


203.811 


3305.6 


72% 


226.587 


4085.7 


79% 


249.364 


4948.3 



Chicago — Joseph T. Ryerson 



Son — New York 



1012 D A T A 



M 



S C E L L A N E O U S 



CIRCUMFERENCES AND AREAS OF CIRCLES 

CONTINUED 



Diam. 


C ire 'J in. 


Arcn 


Diam. 


Circuiu. 


Area 


Diam. 


Circum. 


Area 


79H 


249.757 


4963.9 


86?^ 


271.355 


5859 6 


93 > , 


292.954 


6829.5 




250.149 


4979.5 


.MIL, 


271.748 


5876 5 




293.346 


6847.8 




250 542 


4995.2 


Sir's 


272 ltd 


5893.5 


93H 




6866.1 




260.931 


5010.9 


mi 


272 533 


5910 8 




294 132 


6884.5 








Mi 7 , 


272.926 


5927.6 






6902.9 


80 


231.337 


5026 .5 










294 917 


6921 3 


SO** 


251 720 


5042 3 


87 


273.319 


5944.7 






80' 4 


252 113 


5115s 1) 


s7'. 


273.711 


5961.8 


94 


295 3Hi 


6939.8 




252 506 


5073.8 


*7', 


274.104 


5978.9 


94', 


295 702 


6958.2 


BOH 


252.898 


5089.6 




274.497 


5996.0 


MH 


296 696 


6976.7 




253 291 


5105.4 


B7H 


274.889 


6013.2 




296. 188 


6995.3 






5121.2 


87* 8 


276.282 


6030.4 


•14', 


296.881 


7013.8 




251 070 


5137.1 


87 3 i 


275 H75 


6047.6 






7032.4 


81 


254.469 


5153.0 


87 7 s 


276.667 


6064.9 


9454 
943 - 


2.i7 666 
296.059 


7051.0 
7069.6 


81H 


254. S62 


5168.9 


88 


276 461) 


6082.1 








M : > 


2.-,:, 254 


5184.9 


B8H 


276.853 


6099.4 


95 


298 451 


7088.2 




255 647 


5200 .8 




277 246 


6116.7 


95 ', 


298 844 


7106.9 


SVA 


256.040 


5216.8 




277.638 


6134.1 


95' 4 




7125.6 


81 Vs 


256 43.1 


5232.8 


ssL, 


27s 031 


6151.4 






7144 3 


SIH 


256 825 


5248.9 




278.424 


6168.8 


95 >, 


300 022 


7163 


M : . 


257.218 


5264.9 


88*4 


278.816 


6186 2 




300 115 


7181.8 










279.209 


6203 7 






7200.6 


82 


257 fill 


5281.0 








'.'5 7 , 


301 200 


7219.4 


82H 


258.003 


5297.1 


89 


279.602 


6221.1 










258.396 


5313.3 


B9M 




6238 8 


96 


301 693 






258.789 


5329.4 




280.387 


6256 1 


96H 


301 986 


7257 1 




259.181 


5345.6 




280.780 


6273.7 


90' v 




727.1 (I 




259.574 


5361 8 




281.173 


6291.2 


96! i 


302 771 


7294.9 


82 3 4 ' 


259.967 


5378 1 


B9 -, 


2s l 565 


6308 8 




3031 64 


7313.8 




260.359 


5394.3 


89*4 


281.958 


6326 1 




303 556 


7332.8 








v.' 7 . 




6344 . 1 




303 949 


7351.8 


83 


260.752 


5410.6 








96J-8 


304.342 


7370.8 




261.145 


5426.9 


90 


289 743 


6361 7 










261.538 


5443.3 




283.136 


6379 4 


97 


301 734 


7389.8 




261 WO 


5459 


(in 1 j 


283 529 


6897 1 


97' s 


306 127 


7408.9 


ML, 


262 323 


5476 


90 ■, 


2s:-! D21 


6414 '.» 


97' 4 




7428.0 




262 716 


51H2 4 


'.MM , 


284 314 


6432 8 




305 913 


7147.1 






.•,5ns s 


90H 


284 7H7 


6450 4 


97' . 


306 305 


7466.2 




263 5iU 






285 Iiki 


6468 2 




- 


7485 3 








90H 




6486 








84 




5511 8 








97" \ 


307 is; 








5658 3 


91 




6603 8 










264 679 


557 1 s 


91H 


286 27s 


6521 s 


'is 








2<;;. ii72 


5591 4 


91^ 


286 670 


















287.063 


6557 8 


!»s>, 


308 661 


75s 1 6 


B4H 




5624 5 


'.»1', 


287 156 


6575 5 


98 i 










5.111 2 


'.U's 


287 sis 


6693 5 


98M 








266 643 


5657 S 


\n\ 


288 241 


6611 5 








85 


267 035 
267 126 


5-171 6 
5691 2 


n 




662 1 a 
6647 8 




310 636 


7658.9 




267 B21 


:,7ii7 g 


'•2\ 


289 (19 


6665 7 


N 


311 018 


7697.7 






5721 7 




289 812 






311 lin 


7717 1 






57!1 5 




2' xi 2<)5 


67u 1 '.i 


9914 


311 802 














6720 1 




312 196 


7756 1 




2'.'' 392 


5775 1 






6738 3 




312 588 


7775 .1 






5791 




291 883 


6756 l 




312 981 




86 
BftU 


270 177 






:<>l 775 


6774 7 






7-14 s 










6811 2 


MQ 


::il 15'' 


7854.0 



(' it i I r ii T. I\ v I I s o N ft S N — N I W V"RK 



DATA 



MISCELLAN 



O U S 1013 



USEFUL FORMULAE 

DIAGRAMS SHOWING THE METHOD OF FINDING GEOMETRIC 
FUNCTIONS OF ANGLES. ETC. 

By means of this explanation and the tables following, the reader 
may determine the unknowns in the figures illustrated. Tables of 
tangents, cotangents, sines, cosines, secants and cosecants follow. 







«""**£aT 



x^b*b,) z th 






x. y(ai-b)\h* 
yJfatai)*7h'' 




b To construct on g/^ TT^L ^ 

ax/sax 'aparahota *%■ ■ ' ' I * >£ 

'pY through points 'a' and 

\j£ 6. Draw ae'perpen- 
| cficutar and "be " 
i# paraffof to axis. 
Divide "acandeb" 









./> 




A 

~" i into the — . 

a *?V^-V her o/ exports * j ^ ' ~j\ 

The intersection of oT,aZT~ote., - - tf * „, _ ,„ _, , JiL+JiL-i 

with fines para ffef to ox/s through „^i ,y ,)> - ,• „ -r .. w 

_./i ^ , ■ C-2V"-(r-hJ = 2r5in.tf 7o construct an eh 'ipse on semi — 

points f,2,S,ctf,os shown nicies ***.*<■ ■> r 

r -^ M» . . * , . s£)2 , axes a audi, 

points on the parabola, »■_ g* A _ ( *J f± 



Zn-atv concentr/c eircfeS •) 'radii 
^ effuse \ "a'and b and any namher of radii 



K 



, t j- or c_'fvff \ o and b ana any nt/moer ofradi 

h* r-fr -^- [»"*Wi*« J The intersections o/ fines drawn 

n --\[PZL(r-h ) r para f/et to axes from the infer- 

C'-4h* sections of radii and c/rctes as 

Cos.fi '= c i^ n x shoujn,gi</e points on the ef/ipse 



Given 



Sin.8= °3'»*. 



+-Z- 



hc/ 



\Si«"^hCo*.-D=% /, a 

W-Yc*-/i* (a-j>Jtani(/?*B) 

}7Zn.ft = £ ; Cot.D=£ ^.C.Tanifi-3}- 



Sin./h ■ 



Cesec/f'-Z 1 flfa ef^TST^l C«j^^y 



Coo.^4- 3*c #={}- 44 h ' J 7 *^*; c'cSsrx 

fan. 0~£- Cot. #=-TT *.c.fi=c Sin. tf s e/* C as. t? 



Sin.t7 _ Sin.B _ ^in.C 



*A< 



jfn.# 



{atbj 
£etS"i(a to+c) 

Cd-eJ=X 
itcta::C-a:K 

\4gL-cf t^—t 



Chicago — Joseph T. Ryerson 



So N — N e w York 



1014 I) A T A 



M I S C E L L A N E O U S 



NATURAL TANGENTS AND COTANGENTS 



TANGENT 



0.00000 
0.01746 
0.03492 
0.05241 
0.06993 

0.08749 
0.10510 
0.12278 
14054 
0. 15838 

0.17633 
0. 19438 
0.21256 
0.23087 
0.24933 

0.26795 
0.28675 
0.30573 
0.32492 
0.34433 

0.36397 
0.38386 
40403 
0.42447 
0.44523 

0.46631 
0.48773 
0.50953 
0.53171 
55431 

0.57735 
60086 
0.62487 
0.64941 
67451 

0.70021 
0.72654 
75355 
ii 78129 
0.80078 

0.83910 
0.86S20 
0.90040 
ii 93252 
ii 98669 



a? 



10* 



0.00291 
0.02036 
0.03783 
0.05533 
0.07285 

0.09042 
0.10805 
0.12574 
0.14351 
0.16137 

0.17933 
0.19740 
21560 
0.28393 

0.25242 

0.27107 
0.28990 
0.30891 
0.32814 
0.34758 

0.36727 
0.38721 
0.40741 
0.42791 
0.44872 

0.46985 
0.49134 
0.51320 
0.63545 
u 56812 

0.58124 
0.60483 

0.62892 
0.65355 
0.67875 

70455 
0.73100 
0.75812 
0.78508 
0.81461 

84407 

N7441 

ii 00660 

ii 08707 

ii 07183 

50' 



20' 



0.00582 
0.02328 
04075 
0.05824 
0.07578 

0.09335 
0.11099 
0.12869 
0.14648 
0.16435 

0.18233 
0.20042 
0.21864 
0.23700 
0.25552 

0.27419 
0.29305 
0.31210 
0.33136 
0.35085 

0.37057 
0.39055 
0.41081 
0.43136 
0.45222 

0.47341 
49495 
0.51688 
0.53920 
0.56104 

0.58513 
0.60881 
0.63290 
0.65771 
0.68301 

0.70891 
73547 
0.76272 
0.79070 
ii 81866 

84906 
87955 
0.91000 
ii 04846 
n 07700 



4ii' 



80* 



0.00873 
0.02619 
0.04366 
0.06116 
0.07870 

0.09629 
0.11394 
0.13165 
0.14945 
0.16734 

0.18534 
0.20345 
0.22169 
0.24008 
0.25862 

0.27732 
0.29621 
0.31530 
0.33460 
0.35412 

0.37388 
0.39391 
0.41421 
0.43481 
0.45573 

0.47698 
0.49858 
0.52057 
0.54296 
0.56577 

0.58905 
0.61280 
0.63707 
0.66189 
0.68728 

0.71329 
0.73096 
0.76733 
0.70544 
0.82434 

0.85408 
ii SS473 
0.91633 

ii '.u.n'.m; 



.•ur 



40' 



0.01164 
0.02910 
0.04658 
0.06408 
0.08163 

0.09923 
0.11688 
0.13461 
0.15243 
0.17033 

0.18835 
0.20648 
0.22475 
0.24316 
0.26172 

0.28046 
0.29938 
0.31850 
0.33783 
0.35740 

0.37720 
0.39727 
0.41763 
0.43828 
0.45924 

0.48055 
0.50222 
0.52427 
0.54674 
0.56962 

0.59297 
0.61681 
0.64117 
66608 
0.69157 

0.71769 
74447 
ii 77198 

0.80020 
0.82923 

0.85012 

II SVi'U 

ii 98170 
ii 06461 
ii 08848 



80* 



W 



0.01455 
0.03201 
0.04040 
0.06700 
0.08456 

0.10216 
0.11083 
0.13758 
0.15540 
0.17333 

0.10136 
0.20052 
0.22781 
0.24624 
0.26483 

0.28360 
0.30255 
32171 
0.34108 
0.3 



0.38053 
0.40065 
0.42105 
0.44175 
0.46277 

0.48414 
0.50587 
0.68798 
0.55051 
0.67848 

0.50601 
ii 68063 

0.64528 
0.67028 
0. 



0.72211 
0.74000 
0.77661 
80408 
ii 68611 

0.86410 
89615 
n 08709 
0.96008 
0.90420 



in' 



60' 



0.01746 
0.03492 
0.05241 
0.06993 
0.08749 

0.10510 
0.12278 
0.14054 
0.15838 
0.17633 

0.19438 
0.21256 
0.23087 
0.24033 
0.26705 

0.28675 
0.30573 
0.32492 
0.34433 
0.36397 

0.38386 
60603 

0.42447 
44523 
0.46631 

0.48773 
0.50953 
0.58171 
0.55431 
0.57735 

0.60086 
0.62487 
64041 
0.67451 
0.70021 

0.72654 
0.75355 
78189 

0.80078 
0.83010 

IHI040 

ii 98863 
86668 

1.00000 



COTANG1 NT 



C !. 



A c o — J O S B F ii T. RyillOM ft S ii N — New York 



DATA 



MISCELLANEOUS 101S 



NATURAL COTANGENTS AND TANGENTS 



CO 

i 
i 


COTANGENT 




0' 


10' 


20' 


30' 


40' 


50' 


60' 







oo 


343.77371 


171.88540 


114.58865 


85.93979 


68.75009 


57.28996 


89 


1 


57.28996 


49.10388 


42.96408 


38.18846 


34.36777 


31.24158 


28.63625 


88 


2 


28.63625 


26.43160 


24.54176 


22.90377 


21.47040 


20.20555 


19.08114 


87 


3 


19.08114 


18.07498 


17.16934 


16.34986 


15.60478 


14.92442 


14.30067 


86 


4 


14.30067 


13.72674 


13.19688 


12.70621 


12.25051 


11.82617 


11.43005 


85 


5 


11.43005 


11.05943 


10.71191 


10.38540 


10.07803 


9.78817 


9.51436 


84 


6 


9.51436 


9.25530 


9.00983 


8.77689 


8.55555 


8.34496 


8.14435 


83 


7 


8.14435 


7.95302 


7.77035 


7.59575 


7.42871 


7.26873 


7.11537 


82 


8 


7.11537 


6.96823 


6.82694 


6.69116 


6.56055 


6.43484 


6.31375 


81 


9 


6.31375 


6.19703 


6.08444 


5.97576 


5.87080 


5.76937 


5.67128 


80 


10 


5.67128 


5.57638 


5.48451 


5.39552 


5.30928 


5.22566 


5.14455 


79 


11 


5.14455 


5.06584 


4.98940 


4.91516 


4.84300 


4.77286 


4.70463 


78 


12 


4.70463 


4.63825 


4.57363 


4.51071 


4.44942 


4.38969 


4.33148 


77 


13 


4.33148 


4.27471 


4.21933 


4.16530 


4.11256 


4.06107 


4.01078 


76 


14 


4.01078 


3.96165 


3.91364 


3.86671 


3.82083 


3.77595 


3.73205 


75 


15 


3.73205 


3.68909 


3.64705 


3.60588 


3.56557 


3.52609 


3.48741 


74 


16 


3.48741 


3.44951 


3.41236 


3.37594 


3.34023 


3.30521 


3.27085 


73 


17 


3.27085 


3.23714 


3.20406 


3.17159 


3.13972 


3.10842 


3.07768 


72 


18 


3.07768 


3.04749 


3.01783 


2.98869 


2.96004 


2.93189 


2.90421 


71 


19 


2 90421 


2.87700 


2.85023 


2.82391 


2.79802 


2.77254 


2.74748 


70 


20 


2.74748 


2.72281 


2.69853 


2.67462 


2.65109 


2.62791 


2.60509 


69 


21 


2.60509 


2.58261 


2.56046 


2.53865 


2.51715 


2.49597 


2.47509 


68 


22 


2.47509 


2.45451 


2.43422 


2.41421 


2.39449 


2.37504 


2.35585 


67 


23 


2.35585 


2.33693 


2.31826 


2.29984 


2.28167 


2.26374 


2.24604 


66 


24 


2.24604 


2.22857 


2.21132 


2.19430 


2.17749 


2.16090 


2.14451 


65 


25 


2.14451 


2.12832 


2.11233 


2.09654 


2.08094 


2.06553 


2.05030 


64 


26 


2.05030 


2.03526 


2.02039 


2.00569 


1.99116 


1.97680 


1.96261 


63 


27 


1.96261 


1.94858 


1.93470 


1.92098 


1.90741 


1.89400 


1.88073 


62 


28 


1.88073 


1.86760 


1.85462 


1.84177 


1.82907 


1.81649 


1.80405 


61 


29 


1.80405 


1.79174 


1.77955 


1.76749 


1.75556 


1.74375 


1.73205 


60 


30 


1.73205 


1.72047 


1.70901 


1.69766 


1.68643 


1.67530 


1.66428 


59 


31 


1.66428 


1.65337 


1.64256 


1.63185 


1.62125 


1.61074 


1.60033 


58 


32 


1.60033 


1.59002 


1.57981 


1.56969 


1.55966 


• 1.54972 


1.53987 


57 


33 


1.53987 


1.53010 


1.52043 


1.51084 


1.50133 


1.49190 


1.48256 


56 


34 


1.48256 


1.47330 


1.46411 


1.45501 


1.44598 


1.43703 


1.42815 


55 


35 


1.42815 


1.41934 


1.41061 


1.40195 


1.39336 


1.38484 


1.37638 


54 


36 


1.37638 


1.36800 


1.35968 


1.35142 


1.34323 


1.33511 


1.32704 


53 


37 


1.32704 


1.31904 


1.31110 


1.30323 


1.29541 


1.28764 


1.27994 


52 


38 


1.27994 


1.27230 


1.26471 


1.25717 


1.24969 


1.24227 


1.23490 


51 


39 


1.23490 


1.22758 


1.22031 


1.21310 


1.20593 


1.19882 


1.19175 


50 


40 


1.19175 


1.18474 


1.17777 


1.17085 


1.16398 


1.15715 


1.15037 


49 


41 


1.15037 


1.14363 


1.13694 


1.13029 


1 . 12369 


1.11713 


1.11061 


48 


42 


1.11061 


1.10414 


1.09770 


1.09131 


1.08496 


1.07864 


1.07237 


47 


43 


1.07237 


1.06613 


1.05994 


1.05378 


1.04766 


1.04158 


1.03553 


46 


44 


1.03553 


1.02952 


1.02355 


1.01761 


1.01170 


1.00583 


1.00000 


45 




60' 


50' 


40' 


30' 


20' 


20' 


0' 


1 




TANGENT 


So 



Chicago — Joseph T. Ryerson & Son — New York 



101C D A T A — M I S C E L L A N E O U S 



NATURAL SINES AND COSINES 



1 








SINE 












0' 


10' 


20' 


30' 


40' 


50' 


60' 







0.00000 


0.00291 


0.00582 


0.00873 


0.01164 


0.01454 


0.01745 


89 


1 


0.01745 


0.02036 


0.02327 


0.02618 


0.02908 


0.03199 


0.03490 


88 


2 


0.03490 


0.03781 


0.04071 


0.04362 


0.04653 


0.04943 


0.05234 


87 


a 


0.05234 


0.05524 


0.05814 


0.06105 


0.06395 


0.06685 


0.06976 


86 


4 


0.0697G 


0.07266 


0.07556 


0.07846 


0.08136 


0.08426 


0.08716 


85 


6 


0.08716 


0.09005 


0.09295 


0.09585 


0.09874 


0.10164 


0.10453 


84 


6 


0.10453 


0.10742 


0.11031 


0.11320 


0.11609 


0.11898 


0.12187 


83 


7 


0.12187 


0.12476 


0.12764 


0.13053 


0.13341 


0.13629 


0.13917 


82 


8 


0.13917 


0.14205 


0.14493 


0.14781 


0.15069 


0.15356 


0.15643 


81 





0.15643 


0.15931 


0.16218 


0.16505 


0.16792 


0.17078 


0.17365 


80 


10 


0.17365 


0.17651 


0.17937 


0.18224 


0.18500 


0.18795 


0.19081 


79 


11 


0.19081 


0.19366 


0.19652 


0.19937 


0.20222 


0.20507 


0.20791 


78 


12 


0.20791 


0.21076 


0.21360 


0.21644 


0.21928 


0.22212 


0.22495 


77 


13 


0.22495 


0.22778 


0.23062 


0.23345 


0.23627 


0.23910 


0.24192 


70 


14 


0.24192 


0.24474 


0.24756 


0.25038 


0.25320 


0.25601 


0.25882 


75 


15 


0.25882 


0.26163 


0.26443 


0.26724 


0.27004 


0.87384 


0.27564 


74 


16 


0.27564 


0.27843 


0.28123 


0.28402 


0.28680 


0.28959 


0.29237 


73 


17 


0.29237 


0.29515 


0.29793 


0.30071 


0.30348 


0.30625 


0.30902 


72 


18 


0.30902 


0.31178 


0.31454 


0.31730 


0.32006 


32282 


0.32557 


71 


11) 


0.32557 


0.32832 


0.33106 


0.33381 


0.33655 


0.33929 


0.3t?02 


70 


20 


0.34202 


0.34475 


0.34748 


0.35021 


0.35203 


0.35565 


0.35837 


69 


21 


0.35837 


0.36108 


0.36379 


0.36650 


0.36921 


0.37191 


0.37461 


68 


22 


0.37461 


0.37730 


0.37999 


0.38268 


0.38537 


0.38805 


0.39073 


67 


28 


0.39073 


0.39341 


0.39608 


0.39875 


0.40142 


0.40408 


0.40674 


60 


21 


0.40074 


0.40939 


0.41204 


0.41469 


0.41734 


0.41998 


0.42202 


65 


25 


0.42262 


0.42525 


0.42788 


0.43051 


0.43318 


0.43575 


0.43837 


64 


26 


0.43837 


0.44098 


0.443S9 


0.44620 


0.44880 


0.46140 


0.45399 


63 


27 


0.45399 


0.45658 


0.45917 


0.46175 


0.46433 


0.46690 


0.46947 


62 


28 


0.46947 


0.47204 


0.47460 


0.47716 


47971 


0.48226 


0.48481 


61 


2fl 


0.48481 


0.48735 


0.48989 


0.49242 


0.49495 


0.49748 


0.50000 


60 


30 


0.50000 


50252 


0.50503 


ii 60764 


0.51004 


0.51254 


51504 


59 


81 


i) 51504 


o 51753 


52002 


0.62250 


0.62498 


0.62745 






:;.' 


u 52992 


n 53238 


0.63484 


o 53730 


(i 53975 


54220 


.54404 


57 




0.64464 


ii 64708 


0.54951 


ii 55194 


ii 66436 


ii 65678 




50 


84 


0.65919 


0.56160 


0.66401 


0.66641 


0.66880 


ii 87119 


0.57358 


55 


35 


0.87368 


i) 67596 


0.57833 


0.58070 


0.58307 


0.68648 


0.58779 


54 






0.69014 


0.69248 


0.69482 


o 69716 


0.59949 


ii 80182 


53 




0.60182 


0.60414 


0.60645 


0.60876 


n 6H07 


ii 81337 


0.61566 


52 




81566 


0.61795 


i) 62024 


n 62251 


0.62479 


it 62708 




51 


30 




n 63168 




0.63608 




0.64056 


0.64270 


50 


40 


84276 


ii 64601 


6-1723 


0.64945 


0.65166 


0.66388 


0.65606 


49 


41 


0.66606 


0.65825 


0.66044 


0.66262 


ii 66480 


0.66697 


0.66913 


48 




0.66913 


67129 


ii ii:;; 14 


(i 67669 


0.67773 


0.67987 




47 


43 


ii 86200 


(i 68412 


n 68624 




0.69046 


ii 69268 


0.69466 


46 


11 






0.69883 


0.70091 


ii 70208 


0.70505 


0.70711 


45 




60' 


50' 


40' 


30' 


20' 


10' 


0' 


| 




COSINE 


1 



C ii I i <Q<0 Jo 



Ry KM SO N \ So M N I w Y <i K k 



DATA — MISCELLANEOUS 1017 



NATURAL COSINES AND SINES 



I 


COSINE 






0' 


10' 


20' 


30' 


40' 


50' 


60' 







1.00000 


1.00000 


0.99998 


0.99996 


0.99993 


0.99989 


0.99985 


89 


1 


0.99985 


0.99979 


0.99973 


0.99966 


0.99958 


0.99949 


0.99939 


88 


2 


0.99939 


0.99929 


0.99917 


0.99905 


0.99892 


0.99878 


0.99863 


87 


3 


0.99863 


0.99847 


0.99831 


0.99813 


0.99795 


0.99776 


0.99756 


86 


4 


0.99756 


0.99736 


0.99714 


0.99692 


0.99668 


0.99644 


0.99619 


85 


5 


0.99619 


0.99594 


0.99567 


0.99540 


0.99511 


0.99482 


0.99452 


84 


6 


0.99452 


0.99421 


0.99390 


0.99357 


0.99324 


0.99290 


0.99255 


83 


7 


0.99255 


0.99219 


0.99182 


0.99144 


0.99106 


0.99067 


0.99027 


82 


8 


0.99027 


0.98986 


0.98944 


0.98902 


0.98858 


0.98814 


0.98769 


81 


9 


0.98769 


0.98723 


0.98676 


0.98629 


0.98580 


0.98531 


0.98481 


80 


10 


0.98481 


0.98430 


0.98378 


0.98325 


0.98272 


0.98218 


0.98163 


79 


11 


0.98163 


0.98107 


0.98050 


0.97992 


0.97934 


0.97875 


0.97815 


78 


12 


0.97815 


0.97754 


0.97692 


0.97630 


0.97566 


0.97502 


0.97437 


77 


13 


0.97437 


0.97371 


0.97304 


0.97237 


0.97169 


0.97100 


0.97030 


76 


14 


0.97030 


0.96959 


0.96887 


0.96815 


0.96742 


0.96667 


0.96593 


75 


15 


0.96593 


0.96517 


0.96440 


0.96363 


0.96285 


0.96206 


0.96126 


74 


16 


0.96126 


0.96046 


0.95964 


0.958S2 


0.95799 


0.95715 


0.95630 


73 


17 


0.95630 


0.95545 


0.95459 


0.95372 


0.95284 


0.95195 


0.95106 


72 


18 


0.95106 


0.95015 


0.94924 


0.94832 


0.94740 


0.94646 


0.94552 


71 


W 


0.94552 


0.94457 


0.94361 


0.94264 


0.94167 


0.94068 


0.93969 


70 


20 


0.93969 


0.93869 


0.93769- 


0.93667 


0.93565 


0.93462 


0.93358 


69 


21 


0.93358 


0.93253 


0.93148 


0.93042 


0.92935 


0.92827 


0.92718 


68 


22 


0.92718 


0.92609 


0.92499 


0.92388 


0.92276 


0.92164 


0.92050 


67 


23 


0.92050 


0.91936 


0.91822 


0.91706 


0.91590 


0.91472 


0.91355 


66 


24 


0.91355 


0.91236 


0.91116 


0.90996 


0.90875 


0.90753 


0.90631 


65 


25 


0.90631 


0.90507 


0.90383 


0.90259 


0.90133 


0.90007 


0.89879 


64 


26 


0.89879 


0.89752 


0.89623 


0.89493 


0.89363 


0.89232 


0.89101 


63 


27 


0.89101 


0.88968 


0.88835 


0.88701 


0.88566 


0.88431 


0.88295 


62 


28 


0.88295 


0.88158 


0.88020 


0.87882 


0.87743 


0.87603 


0.87462 


61 


29 


0.87462 


0.87321 


0.87178 


0.87036 


0.86892 


0.86748 


0.86603 


60 


30 


0.86603 


0.86457 


0.86310 


0.86163 


0.86115 


0.85866 


0.85717 


59 


31 


0.85717 


0.85567 


0.85416 


0.85264 


0.85112 


0.84959 


0.84805 


58 


32 


0.84805 


0.84650 


0.84495 


0.84339 


0.84182 


0.84025 


0.83867 


57 


33 


0.83867 


0.83708 


0.83549 


0.83389 


0.83228 


0.83066 


0.82904 


56 


34 


0.82904 


0.82741 


0.82577 


0.82413 


0.82248 


0.82082 


0.81915 


55 


35 


0.81915 


0.81748 


0.81580 


0.81412 


0.81242 


0.81072 


0.80902 


54 


36 


0.80902 


0.80730 


0.80558 


0.80386 


0.80212 


0.80038 


0.79864 


53 


37 


0.79864 


0.79688 


0.79512 


0.79335 


0.79158 


0.78980 


0.78801 


52 


38 


0.78801 


0.78622 


0.78442 


0.78261 


0.78079 


0.77897 


0.77715 


51 


39 


0.77715 


0.77531 


0.77347 


0.77162 


0.76977 


0.76791 


0.76604 


50 


40 


0.76604 


0.76417 


0.76229 


0.76041 


0.75851 


0.75661 


0.75471 


49 


41 


0.75471 


0.75280 


0.75088 


0.74896 


0.74703 


0.74509 


0.74314 


48 


42 


0.74314 


0.74120 


0.73924 


0.73728 


0.73531 


0.73333 


0.73135 


47 


43 


0.73135 


0.72937 


0.72737 


0.72537 


0.72337 


0.72136 


0.71934 


46 


44 


0.71934 


0.71732 


0.71529 


0.71325 


0.71121 


0.70916 


0.70711 


45 




60' 


50' 


40' 


30' 


20' 


10' 


0' 


i 




SINE 



Chicago — Joseph T. Rykrson & Son — New Yor 



1018 



A — mis C E LLANEOUS 



NATURAL SECANTS AND COSECANTS 



1 


SECANT 






0' 


10' 


20' 


30' 


40' 


50' 


60' 







1.00000 


1 00001 


1.00002 


1 00004 


1.00007 


1.00011 


1.00015 


89 


1 


1 00015 


1.00021 


1.00027 


1 00034 


1.00042 


1 00051 


1.00061 


88 


2 


1 00061 


1.00072 


1.00083 


1.00095 


1.00108 


1 00133 


1 00137 


83 


3 


1.00137 


1.00153 


1.00169 


1 00187 


1.00205 


1 00224 


1.00244 


83 


4 


1.00244 


1.00265 


1.00287 


1.00309 


1 00333 


1.00357 


1.00382 


98 


5 


1.00382 


1.00408 


1 00435 


1.00463 


1.00491 


1 00521 


1.00551 


84 


6 


1.00551 


1.00582 


1.00614 


1.00647 


1.00681 


1.00715 


1.00751 


83 


7 


1.00751 


1.00787 


1.00825 


1.00863 


1.00902 


1.00942 


1.00983 


82 


8 


1.00983 


1.01024 


1.01067 


1.01111 


1.01155 


1 01200 


1.01247 


81 


9 


1.01247 


1.01294 


1.01342 


1.01391 


1.01440 


1.01491 


1.01543 


80 


10 


1.01543 


1.01595 


1.01649 


1 01703 


1.01758 


1.01815 


1.01872 


79 


11 


1.01872 


1.00930 


1.01989 


1 02049 


1.02110 


1.03171 


1 02234 


7> 


12 


1.02234 


1.02298 


1.02362 


1.02428 


1.02494 


1.03663 


1.02630 


77 


13 


1.02630 


1 02700 


1.02770 


1 02842 


1 02914 


1.02987 


1.03061 


7ti 


14 


1.03061 


1.03137 


1.03213 


1.03290 


1.03368 


1 03447 


1.03528 


7.5 


15 


1.03528 


1.03609 


1.03691 


1 03774 


1.03858 


1 03944 


1.040*0 


74 


16 


1.04030 


1 04117 


1.04206 


1 04295 


1 04385 


1 (M477 


1.04509 


73 


17 


1.04569 


1 04663 


1 04757 


1.04853 


1.04950 


1.05047 


1 05146 


72 


18 


1.05146 


1 06340 


1 05347 


1 05449 


1.06663 


1 05657 


1.05762 


71 


19 


1.05762 


1.05869 


1.05976 


1.06085 


1.06195 


1.06306 


1 06418 


7o 


20 


1.06418 


1 06531 


1.06645 


1.06761 


1.06878 


1.06995 


1.07115 


69 


21 


1.07115 


1 07235 


1.07356 


1 07479 


1.07602 


1 D7727 


1.07853 


88 


22 


1.07853 


1.07981 


1.08109 


1.08239 


1.08370 


1 08503 


1.08636 


67 


33 


1.08636 


1 08771 


1.08907 


1 09044 


1.09183 


1 09323 


1.09464 


66 


24 


1 0»t404 


1.09606 


1.09750 


1.09895 


1 10041 


1 . 10189 


1.10338 


65 


25 


1 . 10338 


1.10488 


1.10640 


1 10793 


1 10947 


1.11103 


1.11260 


64 


26 


1.11260 


1 11419 


1.11.57!! 


1 11740 


1.11903 


1.12067 


1 13333 


63 


27 


1 12233 


1 124(H) 


1 12568 


1 12738 


1 12910 


1.13083 


1.13257 


62 


n 


11 3257 


1.13433 


1 13610 


1.13788 


1 13970 


1 141.52 


1 14335 


61 


M 


1 . 14335 


1.14521 


1 . 14707 


1 14896 


i 16086 


1 1.5277 


1 . 1.5470 


60 


M 


1 15470 


1 15665 


1 15861 


1 16059 


1 16259 


1 16460 


1 16663 


■ 


11 


1.16663 


1.16868 


1 1707.') 


1 172^3 


1 174!»3 


1 177t>4 


1.17018 




n 


1.17918 


1 18183 


1 18360 


1 18660 


I ls7'.X) 


1 19012 


1 10338 


57 


n 


1 10336 


1 10463 


1 10001 


1 19920 


1 2(11.52 


1 30881 


1 30833 


56 


M 


1 20622 


1 20859 


1 21o<('.( 


1 21341 


1 11684 


1 31830 


1.33077 


55 


35 


1 22077 


1 22327 


1 2257«l 


1 33831 


1 23089 


1 23347 


1 . 23607 


54 


M 


i turn 


1 33800 


1 24134 


1 244(H) 


1 2 4 ('.('.it 


1 34040 


1.36314 


53 


37 


1 86314 


1 25489 


1 2.5707 


1 30047 


1 36330 


1 30818 


1 30008 


52 


M 


i Mooa 


1 37101 


1 274^3 


1 2777s 


1 2mi7.5 


1 38374 


l 38878 


51 




1.38676 


l 33080 


1 33381 


l 30337 


1 88808 


1 30333 


1.30541 


50 


40 


I.IQM1 


1.30861 


1 31183 


1 31509 


l 31837 


l 13108 


1.32501 


49 


41 


1 325(11 


1 33838 


1.83177 


1.33610 


1 33804 


1 34212 




4s 


42 


1 MMS 


1 :i4«U7 


1 r.274 


1 36834 


l 36007 


1 88303 




47 


43 


1 36733 


1 371(1.-. 


1 :!74M 


1 37800 


1 88343 


l 38638 


1 30016 


46 


44 


1.86010 


l 30403 


1 3!»M>4 


l 40301 


1 68800 


l 41018 


1 41421 






60' 


or 


40' 


30' 


20' 


10' 


0> 


1 




u'ANT 


1 



(II I I 



T . K V 1 K I 



\ 



DATA — MISCELLANEOUS 1019 



NATURAL COSECANTS AND SECANTS 



i 


COSECANT 






0' 


10' 


20' 


30' 


40' 


50' 


60' 







00 


343.77516 


171.88831 


114.59301 


85.94561 


68.75736 


57.29869 


89 


1 


57.29869 


49.11406 


42.97571 


38.20155 


34.38232 


31.25758 


28.65371 


88 


2 


28.65371 


26.45051 


24.56212 


22.92559 


21.49368 


20.23028 


19.10732 


87 


3 


19.10732 


18.10262 


17.19843 


16.38041 


15.63679 


14.95788 


14.33559 


86 


4 


14.33559 


13.76312 


13.23472 


12.74550 


12.29125 


11.86837 


11.47371 


85 


5 


11.47371 


11.10455 


10.75849 


10.43343 


10.12752 


9.83912 


9.56677 


84 


6 


9.56677 


9.30917 


9.06515 


8.83367 


8.61379 


8.46466 


8.20551 


83 


7 


8.20551 


8.01565 


7.83443 


7.66130 


7.49571 


7.33719 


7.18530 


82 


8 


7.18530 


7.03962 


6.89979 


6.76547 


6.63633 


6.51208 


6.39245 


81 


9 


6.39245 


6.27719 


6.16607 


6.05886 


5.95536 


5.85539 


5.75877 


80 


10 


5.75877 


5.66533 


5.57493 


5.48740 


5.40263 


5.32049 


5.24084 


79 


11 


5.24084 


5.16359 


5.08863 


5.01585 


4.94517 


4.87649 


4.80973 


78 


12 


4.80973 


4.74482 


4.6810/ 


4.62023 


4.56041 


4.50216 


4.44541 


77 


13 


4.44541 


4.39012 


4.33622 


4.28366 


4.23239 


4.18238 


4.13357 


76 


14 


4.13357 


4.08591 


4.03938 


3.99393 


3.94952 


3.90613 


3.86370 


75 


15 


3.86370 


3.82223 


3.78166 


3.74198 


3.70315 


3.66515 


3.62796 


74 


16 


3.62796 


3.59154 


3.55587 


3.52094 


3.48671 


3.45317 


3.42030 


73 


17 


3.42030 


3.38808 


3.35649 


3.32551 


3.29512 


3.26531 


3.23607 


72 


18 


3.23607 


3.20737 


3.17920 


3.15155 


3.12440 


3.09774 


3.07155 


71 


19 


3.07155 


3.04584 


3.02057 


2.99574 


2.97135 


2.94737 


2.92380 


70 


20 


2.92380 


2.90063 


2.87785 


2.85545 


2.83342 


2.81175 


2.79043 


69 


21 


2.79043 


2.76945 


2.74881 


2.72850 


2.70851 


2.68884 


2.66947 


68 


22 


2.66947 


2.65040 


2.63162 


2.61313 


2.59491 


2.57698 


2.55930 


67 


23 


2.55930 


2.54190 


2.52474 


2.50784 


2.49119 


2.47477 


2.45859 


66 


24 


2.45859 


2.44264 


2.42692 


2.41142 


2.39614 


2.38107 


2.36620 


65 


25 


2.36620 


2.35154 


2.33708 


2.32282 


2.30875 


2.29487 


2.28117 


64 


26 


2.28117 


2.26766 


2.25432 


2.24116 


2.22817 


2.21535 


2.20269 


63 


27 


2.20269 


2.19019 


2.17786 


2.16568 


2.15366 


2.14178 


2.13005 


62 


28 


2.13005 


2.11847 


2.10704 


2.09574 


2.08458 


2.07356 


2.06267 


61 


29 


2.06267 


2.05191 


2.04128 


2.03077 


2.02039 


2.01014 


2.00000 


60 


30 


2.00000 


1.98998 


1.98008 


1.97029 


1.96062 


1.95106 


1.94160 


59 


31 


1.94160 


1.93226 


1.92302 


1.91388 


1.90485 


1.89591 


1.88709 


58 


32 


1.88708 


1.87834 


1.86990 


1.86116 


1.85271 


1.84435 


1.83608 


57 


33 


1.83608 


1.82790 


1.81981 


1.81180 


1.80388 


1.79604 


1.78829 


56 


34 


1.78829 


1.78062 


1.77303 


1.76552 


1.75808 


1.75073 


1.74345 


55 


35 


1.74345 


1.73624 


1.72911 


1.72205 


1.71506 


1.70815 


1.70130 


54 


36 


1.70130 


1.69452 


1.68782 


1.68117 


1.6746C 


1.66809 


1.66164 


53 


37 


1.66164 


1.65526 


1.64894 


1.64268 


1.63648 


1.63035 


1.62427 


52 


38 


1.G2427 


1.61825 


1.61229 


1.60639 


1.60054 


1.59475 


1.58902 


51 


39 


1.58902 


1.58333 


1.57771 


1.57213 


1.56661 


1.56114 


1.55572 


50 


40 


1.55572 


1.55036 


1.54504 


1.53977 


1.53455 


1.52938 


1.52425 


49 


41 


1.52425 


1.51918 


1.51415 


1.50916 


1.50422 


1.49933 


1.49448 


48 


42 


1.49448 


1.48967 


1.48491 


1.48019 


1.47551 


1.47087 


1.46628 


47 


43 


1.46628 


1.46173 


1.45721 


1.45274 


1.44831 


1.44391 


1.43956 


46 


44 


1.43956 


1.43524 


1.43096 


1.42672 


1.42251 


1.41835 


1.41421 


45 




60' 


50' 


40' 


30' 


20' 


10' 


0' 


1 




SECANT 



Chicago — Joseph T » ■ Ryerson 



Son — 'New York 



1020 1) A T A — M I S C K LLANEOUS 



FORGING AND HARDENING OF HIGH SPEED 
TOOL STEELS 

forging or Heat uniformly to bright cherry red (1650° Fhr.), 

and not further back than necessary for forging. 
Form quickly to tool shape, avoiding sharp corners. 
After forging lay tool down until cold to relieve 
forging strains before hardening. 



FROM BAR 



hardening or Heat slowly, nose of tool, to cherry red (1600° Fhr.), 
treatment" 7 tnen c l u ^ c ^b' bring cutting edge to sparkling white 

welding heat (2150° Fhr.). Quench in clean oil or 

dry cold air blast. 

grinding or Grind slowly and avoid forcing tool against grinder 

for S cutting GE **"* blues cutting edge and causes surface seams. 
Fast free cutting wheel recommended. 



FORGING AND HARDENING OF CARBON 
TOOL STEEL 

forging or Heat uniformly to cherry red, remembering that 

"the higher the carbon the lower the heat." Form 
tool to shape by hammering vigorously and con- 
stantly until a faint brown. 



TO SHAPE 



hardening or Heat slowly and uniformlv to low cherrv red, about 

?r'eatm S e T n HEAT (1450° Fhr.), depending upon carbon contents of 

your steel. Quench in salt water until vibration 

ceases, then quench in oil for hard surface and tough 

center. 

tempering : Temper immediately after hardening. Draw 

increasing ^ temper most suited for the work. Remembering 

relieving strains that tempering increases elasticity, reduces brittle- 

ness and does not affect hardiu m> 

For more complete data on treatment of steel, take it up with us 
and let us go into the matter thoroughly with you. 



TEST FOR DETERMINING PROPER HEAT FOR HARDENING 
ANY CARBON STEELS 

Tak<- bar 6 indies long, nick every half inch, heat DIM end to very 
high heat, letting heat soak gradually along bar until other end 
reaches a low red heat. Quench in water and break at different 
nicks. Fine grained Mnooth fracture will denote proper hardening 
heat. CoaiBt Opt D grained fracture will denote overheating. 

It i ■ important to remember for all carbon tool steels that the 

bOO content ■( and not grade or quality govern the hardening heal 
and that the higher the carbon the lower the heat. 

Cm iii I • Rviiio m ft S i " r k 



DATA 



BUILDINGS AND BRIDGES 1101 



STANDARD STEEL I BEAMS 





c=kw+Me" 



WEIGHTS AND DIMENSIONS 



Depth 


Weight 




Dimensions 


, in Inches 






Maximum 


of Beam, 
Inches 


per Foot, 
Pounds 














Rivet or 
Bolt, Inch 


F 


W 


T 


K 


G 


A 


B 


c 


24 


115 


8 


% 


20% 


m 


11. 

x 32 


5 


5% 


A 


% 




110 


m 


n 

16 


20% 


Ws 


11 
- l 32 


5 


5H 


7 
16 


K 




105 


Ws 


H 


20% 


IVs 


x 32 


5 


5^ 


K 


% 


24 


100 


7% 


% 


20% 


\% 


21 
32 


4 


5% 


& 


K 




95 


7A 


ii 

16 


20% 


IH 


27 
32 


4 


e;ii 

J 16 


7 
16 


% 




90 


7^ 


"A 


20% 


m 


27 
32 


4 


5H 


N 


% 




85 


7-1- 

' 16 


9 
16 


20% 


m 


27 
32 


4 


5^ 


M 


% 




80 


7 


H 


20% 


m 


27 
32 


4 


5H 


5 
16 


Vs 


20 


100 


7& 


57 
64 


16^ 


i% 


29 
32 


4 


5Vs 


h 


3^ 




95 


7£f 


13 
16 


16K 


i% 


29 
3T 


4 


5H 


H 


% 




90 


7^ 


47 
64 


163^ 


i% 


29 
32 


4 


5% 


A 


% 




85 


7^ 


21 
32 


16H 


i% 


29 
32 


4 


5H 


7 
16 


% 




80 


7 


ft 


163^ 


i% 


29 
32 


4 


&/s 


% 


Vs 


20 


75 


m 


21 

32 


17 


m 


25 

32 


3^ 


5H 


A 


Vs 




70 


m 


37 
64 


17 


m 


25 
32 


33^ 


«* 


« 


Vs 




65 


6% 


V* 


17 


ih 


25 
T2 


33^ 


5H 


5 
16 


Vs 


18 


90 


7 ¥ 


13 
16 


14H 


i% 


29. 


4 


5tt 


X 


Vs 




85 


'32 


23 
32 


14K 


i% 


29 
32 


4 


5% 


7 
16 


Vs 




80 


7^ 


41 
64 


1.4K 


i% 


29 
32 


4 


5^ 


» 


Vs 




75 


7 


9 
16 


143^ 


i% 


29 
32 


4 


5& 


H 


Vs 


18 


70 


6H 


23 
32 


15% 


m 


11 
16 


3% 


5% 


7 
16 


Vs 




65 


m 


41 
64 


15% 


m 


11 

16 


3% 


5^ 


« 


Vs 




60 


6^ 


9 
16 


15% 


i% 


11 
16 


3% 


5& 


w 


Vs 




55 


6 


29 
64 


15% 


m 


H 


3% 


5^ 


5 

16 


Vs 


15 


100 


6** 


1* 


11 


2 


11. 

x 32 


3% 


6A 


11 
16 


Vs 




95 


m 


Ml 


11 


2 


1^2 


3% 


6^ 


Vs 


Vs 




90 


6fi 


63 
64 


11 


2 


to 


3% 


6 


9 
16 


Vs 




85 


m 


57 

is 

16 


11 


2 


a 32 


3% 


5K 


*A 


Vs 




80 


m 


11 


2 


to 


3% 


5H 


*A 


Vs 


15 


75 


m 


Vs 


11% 


1H 


13 
16 


3% 


5K 


H 


% 




70 


6^ 


h 


11% 


w 


13 
16 


3% 


5% 


7 
16 


% 




65 


6^ 


U 


11% 


m 


13 
16 


3% 


*H 


£ 


% 




60 


6 


19 
32 


11% 


m 


13 
16 


3% 


5Vs 


X 


% 


15 


55 


5% 


H 


12H 


i% 


H 


3 


$Vs 


X 


% 




50 


6tt 


9 
16 


12M 


i% 


Vs 


3 


5A 


« 


% 




45 


E35. 
°64 


29 
64 


12^ 


i% 


H 


3 


53^ 


5 

T6 


% 



Chicago — Joseph T. Ryerson & Son — New York 



1102 1) A T A 



BUILDINGS AND BRIDGES 



STANDARD STEEL I BEAMS 











WEIGHTS AND DIMENSIONS 








Depth 


Weight 


Dimensions in Inches 






Maximum 


of Beam, 
Inches 
















Rivet or 
Bolt, Inch 


Pounds F 


W 


T 


K 


G 


A 


B 


c 


15 


42 b}/ 2 


JL1 

32 


i2H 


1M 


% 


3 


5A 


H 


M 


12 


55 


E39 
D *4 


51 
64 


9^ 


l 3 ^ 


& 


3 


5ft 


l A 


*A 




50 


C 31 
*>64 


if 

64 


9M 


l 3 ^ 


H 


3 


5H 


A 


U 




45 


5H 


H 


9M 


\y% 


U 


3 


5A 


N 


y* 




40 


5^i 


H 


9H 


IVs 


& 


3 


5K 


A 


% 


12 


35 


&A 


16 


9M 


M 


1 7 

3 2 


2% 


6A 


A 


H 




31)^ 5 


1 1 

n 


9M 


IVs 


17 
32 


2% 


5« 


H 


H 


10 


40 | oh 


3 /i 


8 


1 


15 
3"T 


2% 


5M 


A 


H 




35 m 


39 

64 


8 


1 


H 


2H 


5^ 


Ji 


X 




30 


4H 


29 
6? 


8 


1 


15 
3? 


2% 


5H 


A 


y* 




25 


4H 


S 


8 


1 


15 
If 


2% 


5A 


l A 


% 


9 


35 


4H 


47 
6T 


7 


1 


A 


2A 


o% 


A 


H 




30 


4M 


9 
T6 


7 


1 


7 

T« 


2y 2 


6A 


H 


H 




25 


4H 


13 

3 2 


7 


1 


A 


2y 2 


5A 


A 


H 




21 


4fi 


19 
6 4 


7 


1 


A 


2y 2 


5A 


K 


H 


8 


253/2 Hi 


44 

64 


6M 


% 


13 

3 2 


2% 


5A 


y% 


y* 




23 ; 4i> 


29 
64 


6^ 


v% 


H 


2% 


5A 


5 
it 


x 




20H 4& 


H 


6^ 


"A 


H 


2H 


5H 


k 


H 




18 4 


H 


6^ 


% 


H 


2K 


5A 


3 


H 


7 


20 j V/% 


H 


5K 


v% 


3 /8 


2H 


;,-,, 


A 


Vs 




i7K> m 


K 


5H 


v% 


^8 


2% 




K 


H 




15 \m 


M 


!>H 


U 


^8 


2% 


5^ 


A 


X 


6 


17H 3fi 


M 


VA 


H 


H 


2 


5H 


A 


H 




143/4 m 

12K 3H 


ft 


VA 


H 


H 


2 


5 3 /8 


l A 


H 




H 


VA 


H 


& 


2 


5M 


A 


% 


5 


17 3A 


N 


Wa 


v% 


1 7 
3 •.• 


1^ 


5H 


k 


% 




im 3H 


W 


VA 


H 


A 


IN 


:>>, 


A 


■■; 




uy x to 


I 


3' 2 


"i 


A 


1W 


m 


K 


H 




m 3 


8H 


. 


A 


IX 


->', 


A 


K 


4 


10', 2H 


u 

3 2 


2fc 


y* 


A 


\\i 


.">> 7 6 


8 


l A 




m 2fi 


H 


$ 


% 


A 


1'2 


5^8 


l A 




8*f 2JJ 

7H 2H 


u 


2*J 


*A 


A 


1>2 


5K 


A 


X 




A 


2^ 


H 


A 


I 1 -' 


5A 


A 


H 


3 


7M 


H 


I 3 ., 


X 


H 


*A 


5^ 


^ 


H 




6H 21] 

6H 2H 


u 


IH 


H 


H 


*A 


5K 


A 


H 




H 


l 3 /4 


H 


X 


lA 


5A 


A 


y* 



(.'iiii 100— J I 1 I 11 T . R v 1. r I «• R i\ S o n — N k w York 



DATA— BUILDINGS AND BRIDGES 1103 



STANDARD STEEL CHANNELS 



WW «i" z'/i 




rn 




It — 




I'o o 

loo 









-jl k-C=web + M«" 



WEIGHTS AND DIMENSIONS 



Depth 


Weight 




DIMENSIONS 


> in Inches 






Maximum 
Rivet 


of Beam, 


per Foot, 






































or Bolt, 






F 


W 


T 


K 


G 


A 


B 


u 


Inch 


15 


55 


013. 


13 
16 


12^ 


1 3 4 


Vh 


2K 


q 5 


7 4 


% 




50 


Q23 
^32 


M 


1214 


l 3 ^ 


% 


2H 


314 


13 
16 


M 




45 


i m 


% 


1214 


l 3 /8 


% 


2K 


3*4 


ft 


% 




40 


3H 


17 
32 


12^ 


l 3 /* 


ft 


IV* 


3 


"A 


*A 




35 


027 
6 6i 


27. 
64 


1214 


IH 


ft 


m 


2^ 


V?, 


% 




33 


3M 


13 
32 


12M 


ry 8 


ft 


l 7 A 


2^ 


V2 


% 


13 


50 


4H 


51 
64 


10^ 


IK 


H 


2 3 4 


3fk 


% 


% 




45 


4*f 


43 
64 


10^ 


IK 


H 


2U 


3^ 


H 


% 




40 


4i% 


tk 


lO 1 /^ 


IK 


l A 


2% 


3*4 


% 


H 




37 


m 


V* 


10K2 


m 


17 
32 


2V ?I 


3 


9 

16 


H 




35 


4^ 


29 
64 


10** 


IK 


17 
32 


2V ? ; 


2M 


y?, 


% 




32 


4 


H 


103^ 


IX 


17 
32" 


2V* 


2^ 


7 

16 


% 


12 


40 


Q27 
" 64 


49 
64 


10 


1 


15 
32 


2 


314 


13. 
16 


% 




35 


Q19 
«*64 


41 
64 


10 


1 


15 

32 


2 


3^ 


11 

16 


U 




30 


Oil 
<*64 


33 
64 


10 


1 


ft 


2 


3 


9 
T6 


H 




25 


3^f 


25 
64 


10 


1 


15 
32 


i 3 4 


2Vh 


7 
16 


% 




20^ 


2ft 


3% 


10 


1 


15. 
32 


1% 


2% 


% 


% 


10 


35 


3fV 


53 
64 


8*4 


V* 


% 


2 


3fk 


% 


H 




30 


°32 


43 
64 


814 


V* 


% 


2 


Q_3_ 
<*16 


% 


H 




25 


2H 


17 
32 


8*4 


% 


Vs 


2 


3 


y* 


% 




20 


2tt 


y* 


SK 


V* 


& 


1 1 /* 


2% 


tV 


% 




15 


019 
*32 


ft 


8M 


Vs 


& 


1^ 


2M 


h 


H 


9 


25 


m 


39 
64 


7*4 


% 


% 


1 3 4 


3*4 


11 

16 


% 




20 


921 
^32 


If 


7*4 


Vh 


% 


l 3 4 


3 


y?, 


% 




15 


2£i 


A 


7*4 


V* 


■ft 


l'H 


2r^ 


% 


y* 


— 


13M 


2^ 


if 


7H 


Vb 


ft 


m 


2M 


5 

16 


% 



CSJPAQO — Joseph T. Ryerson 



Son — New York 



1104 L) A T A 



BUILDING S AND B R 1 D G E S 



STANDARD STEEL CHANNELS 








So o 
1° ° 




Jmi- 





>%$' 



WEIGHTS AND DIMENSIONS 



Depth 


Wcicht 


DlMKNSIONB IN INCHE8 


Maximum 
Riv«t 


of Beam, 


per Foot, 






































or Bolt, 






F 


w 


T 


K 


G 


A 


B 


<J 


Inch 


8 


21 k 


2% 


11 

64 


6k 


^ 


3 8 


m 


3tV 


5 /6 


Va 




im 


2H 


31 


6^ 


V* 


% 


m 


3 


X 


Va 




16k 


2rV 


13 

3'2 


6k 


V* 


H 


i 1 -. 


2 7 /8 


Va 




13 3 /4 


2tt 


5 

T6 


6k 


V* 


% 


Ik 


2H 


3 s 


Va 




HM 


2H 


7 
32 


6k 


Vs 


% 


Ik 


2*4 


■ 
16 


H 


7 


195i 


033 
-64 


1} 


5H 


Va 


3 8 


IH 


3H 


H 






17k 


• )1 1 
-.T2 


1 7 

.12 


5^ 


Va 


H 


l 1 2 


3 


9 

A 


% 




14 3 k 


oil 

-64 


27 
6 4 


5H 


Va 


ii 

3 2 


Ik 


2 


6 


K 


% 




12k 


2H 


5 
16 


5H 


Va 


1 t 
3 2 


Ik 


l' 


1 


3 8 


H 




Wa 


2& 


64 


5^ 


Va 


11 

3"2 


Hi 


2 


1 
6 


k 


% 


G 


15H 


2A 


9 
16 


4V 2 


Va 


1 1 
3 2 


1*8 


3A 


% 


H 




13 


2A 


A 


*H 


*i 


H 


1M 


2fj 
2ff 


u 


H 




10H 


2* 


ft 


4V 2 


H 


H 


l's 


3 8 






8 


1 S» 


if 


VA 


H 


H 


Hi 


2H 


H 


% 


5 


HH 


O 1 

- 3 2 


M 


Wa 


H 


A 


Hi 


3 


A 


\i 




9 


i« 


ft 


m 


V* 


A 


ik 


2H 


3 s 


'_> 




VA 


l* 


A 


3* 


% 


A 




2« 


k 


H 


4 


1\i 


iff 


21 

M 


- :? 




A 




2ff 

2« 




X 




ok 


in 


k 


2i 




A 






X 2 




5k 


A 


2M 




A 




2« 


H 


a 


6 


!§ 


II 


1 3 4 


H 


k 


j 


« 


2H 


A 


H 




5 


1« 


% 


k 


• 




2H 


•: 


H 




4 


ill 


U 


tS 


■ r, s 


k 


' 




2{i 


3 8 



Chicago — Joseph T. Ryerson 



- N r. \v York 



DATA— BUILDINGS AND BRIDGES 1105 




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Chicago — Joseph T. Ryerson & Son — New York 



11D6 1) A T A 



1J I" tL'D.l N G S AND 15K1UG E S 





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( it I •. \ .; <> JOIBTB T . K ^ v I - • 1 J3 M York 



DATA 



BU'ILDINfiS AND BRIDGE S 1107 



1 



TEES 



EQUAL LEGS 




Size 
of Tee 


Thickness in 
Inches 


Weight 
per 
Foot 


Gauge op 
Holes 


MaXiAtom Rivet 
or Bolt 


FXS 


Flange 


Stem 


A 


B 


F 


s 


4 X4 


Mto& 
Hto& 
rVto^ 


Utoy 8 
Mtdrv 

^to& 


16.9 
13.5 
12.4 
10.5 


2&. 
25T 

2X 
2M 


2K 
2H 
2,4 
2A 


A 

y 8 
y 8 
a 


A 

% 

y 8 

A 


3^X3H 


Kte& 
%to^ 


Kto^ 
Ato& 


11.7 
10.6 
9.2 


2 
2 
2 


2% 

2y 8 
2y 8 


A 

■y 2 ■ 

A 


A 
A 
A 


3 X3 


&to^ 
MtoA 


AtoJ^ 

^to^ 
Ato^ 
Mto& 


9.9 
8.9 
7.8 
6.7 
5.7 


1H 

m 
m 

1% 


VA 
VA 
VA 
V/ 8 

w 


a 
a 
y 2 ! 

A 

k • 


A 

A - 
A 
A 
A 


2%X2l4 




Ato^ 


6.4 
5.5 






3 A 

A 


y 8 

A ' 


2MX2M 


Ato% 

Mto^ 
Mto& 


&to^ 
Mto^ 
Kto& 


4.9 
4.1 
3.95 


m 
m 


\y 2 

W 2 

\y 2 


% 

■ a ■ 
a 


y 2 

l A 

y 2 


2 X2 


Mto^ 
Kto& 


A to ^ 
MtoA 

Mto^ 


4.3 

3.56 

3.5 


1M 

m 

IX 


m 
w 8 
1% 


a : 

A 

H 


A - 

A 

A 


1^-X1^ 


MtoA 
^£to& 
MtoM 


^to^ 

Mto& 

Mto* 

ftto& 

&to* 


3.09 

3.00 

2.9 

2.33 

2.26 


m 
m 

m 
w 8 


m 
m 
m 


i 


A 
A 
A 
A 
A ■ 


mxm 


Xto& 
X to J4 
&tOjfe 

AtO^f 


Mto& 
J4to* 
&to& 
&to* 


2.47 
2.43 
1.94 
1.90 


1 

1 
1 
1 


w 8 
va 

VA 

va 


X 

x 

X 
X 


A 
A 
A 

■A 


lMXlh' 


MtoA 
MtoM 
tVto-k 

MtoM 


Kto& 
Mto* 

&tO;fe 
&to* 
Ato* 


2.02 
1.98 
1.59 
1.55 
1.09 


if 

13 

8 


y 8 

y 8 

%■ 

y 8 

a 


X 
X 
X 

X . 
X 


X 
X 
X 
X 
X 


IAX1A 


AtoA 
HtoH- 


Ato* 
Kto* 


1.37 
0.97 


% 


J 


X 
X 


X 
X 


1 XI 


MtoK 
Ato^ 
xVto^ 
Kto& 
A^A 


AtO^y 

&to* 
Kto& 


1.53 
1.25 
1.20 
0.89 
0.85 


% 
A 
A 
% 
H 


I 


X 
X 
X 

X 
X 


X 
X 
X 
X 
X 


AX A 
HX % 

ax a 
V2X y 2 


Kto^ 

y%^v% 

XtoA 
y s toy 8 


Kto* 
^to* 
Kto* 

■32 tO 32 


.73 
.61 
.50 

.34 


. A 
A 
A. 
% 


1 

• A 


.X 
X 
X 

X 


X 
X 



*Rolled approximately to one degree taper each side of stem. 



Chicago — Joseph T. Ryerson 



Son — New York 



1108 D A T A — B UILDING S A N D BRIO C, E S 



r 






I TEES 

B S 

J 

UNEQUAL LEGS 




Size of 
Tee 


Thickness in 
Inches 


Weight 
per 


Gauge of 
Holes 


Maximum Rivet 
or Bolt 
















FXS 


Flange 


Stem 


Foot 


A 


B 


F 


s 


1 X3 

5 X2H 
4HX3M 


1 i to A 
KteA 

AtoA 


HtoK 

AtoH 
tttoK 


13.4 
10.9 
15.7 


2*4 

2 3 4 


2K 


S 4 

3 4 
3 4 


■ 


•KXl 


NtoA 
A to? 8 


?8t0A 

Ato? 8 


9.8 
8.4 


2H 


1H 

I 7 , 




% 

7 8 


4HX2M 


NtoA 
AteJi 


HtoA 
Ato? 8 


9.2 
7.8 




IK 

1 3 4 


H 


6 s 


4 X5 


Ktoft 

?8t0A 


HtoA 
?^toA 


15.3 
11.9 


2H 


3 
3 


5 8 
5 8 




4 X4»i 


HtoA 

? s toA 


HtoA 

3 »toA 


14.4 
11 2 


2»4 

m 


2 3 4 
2 3 4 


H 


7 8 


4 X3 


3 s toA 
AtoH 


3 8t0A 

Ato? 8 


9.2 
7.8 


2>4 

2 % 


1 ? » 

1 7 8 


H 

5 8 


.'8 


4 xsh 


KteA 

A to H 


Mo A 

AtO?8 


8.5 
7.2 


i '4 


1 3 4 
1?4 


5 8 
S 8 


K 


4 X2 


KtoA 

Ato? 8 


s 8 toA 
Ato? 8 


7.8 
6.7 


2' 4 


1 3 8 
1 3 8 


S 8 
5 8 


4 

.>•• 


3KX4 


HtoA 

?8toA 


KtoA 

3 8t0A 


12.6 

9.8 


2 
2 


2 1 .. 




7 8 


ihxs 


KteA 

A to ' i 

Mo a 
Ato? 8 


MtoA 

A to ' ... 

3 8t0A 

Ato? 8 


10.8 
9.8 
8.5 
7.5 


2 

2 
2 

2 


m 

1 7 8 
1« 


1 2 


- 


3 X4 


MtoA 
AtoH 

5atoA 


HtoA 
A to J •.. 

3 .toA 


11.7 

10.5 
9.2 


1 3 4 
1 3 4 
1 S 4 


»H 

2'j 
2'.. 






1 XMH 


HtoA 
A to > \ 
3 «toA 


HtoA 
A toM 

3 8 tO A 


10.8 
9 7 
8.5 


1 3 4 
1 3 4 
1 3 4 


2'4 
2'4 






1 X2>, 


KtoA 

AtoH 

3« to A 


Mo A 
AtoH 

34 to A 


7 1 
6.1 

5.0 


1\ 
1 3 4 
1 3 4 


1 3 4 
1 3 4 




H 

4 8 

K 




3 t,toA 
Ato»„ 


3 «to A 

AtO?8 


7.1 
6.1 


1*8 

1 - 


1 7 8 

1 7 8 


3 H 




L",X2 

2'*X1» 4 

tHXIX 


A toil 
MtoX 
AtoA 


AtoM 
KtoA 

A to A 


4.8 
3.9 
1 N 


IK 
IK 
IN 


1 3 8 


3 8 
?8 


U 

'4 


1 XI 1 .. 


KteA 

A to 1 * 
.' 8 toA 


'* to A 
Atok 
1 < to A 


1.61 

1 -j:, 

1 25 


i 
l 


1»8 




K 



( ' in r a c. — J O ft I ff ■ T . Ivill 



Nl« Y ■> K K 



DATA— BUILDINGS AND BRIDGES 1109 



BETHLEHEM GIRDER BEAMS 





o-*w ♦'/**" 



WEIGHTS AND DIMENSIONS 



Depth 


Weight 
per Foot, 
Pounds 




Dimensions 


in Inches 






Maximum 
Rivet 


of Beam, 
Inches 


F 


W 


T 


K 


G 


A 


B 


c 


or Bolt, 
Inch 


30 


200 
180 


15 
13 


% 
n 

16 


25^ 
25A 


013 

■^32 
1)13 
*32 


1^ 


11 

9 




7 
16 




28 


180 
165 




11 
16 
21 
32 


23^ 

23^ 


O.5. 

■^16 

^16 


1^ 


10M 

8H 


5H 

rui 

°16 


A 

H 




26 


160 
150 


12 




21^ 
21^ 


2A 
2A 


1^ 


9^ 
8 


&A 
5^ 


% 

Vs 




24 


140 
120 


13 
12 


19 
32 
17 
32 


20 
20M 


2 

1% 


31 
32 
29 
32 


9 

8 


5^ 






20 


140 
112 


12H 
12 


3 5 
64 


15H 

16^8 


X 16 


1H 


sy 2 

8 


&A 

°16 


5. 
16 




18 


92 


ny 2 


ti 


14% 


m 


25 
32 


73^ 


5K 


5 
16 




15 


140 

104 

73 


ny 4 

10^ 


fi 
19 
3T 
7 
16 


ny 8 

12^ 


2^ 

m 


I- 9 - 

1 32 
15 
16 
JJL 
16 


7% 
7M 
6K 


5{f 
5^ 






12 


70 
55 


10 


15 

32 

Vs 


9 
9^ 


VA 




6 
6 


5& 

5^ 


_5_ 

16 




10 


44 


9 


A 


7% 


IVs 


17 
32 


5H 


K_5_ 
°16 


A 


Vs 


9 


38 


m 


19 
64 


6% 


1A 


15 
32 


5M 


5A 


3 
16^ 


Vs 


8 


m 


8 


19 
64 


6 


l 


A 


5 


5A 


A 


Vs 



Chicago — Joseph T. Ryerson & Son — New York 



1110 



n a T A 



R U I L D T N f 



AND R R I I) i; i: 



BETHLEHEM I BEAMS 





c-3»w»Vi»" 



WEIGHTS AND DIMENSIONS 









Dimension. 


i in Inches 






Maximum 


Depth 


Weight 
per Foot, 
















Rivet 


of Beam, 


















or Bolt, 


Inches 


Pounds 


F 


W 


T 


K 


G 


A 


B 


c 


Inch 


30 


120 


10^2 


35 
64 


26^ 


115 
1 32 


29 
32 


m 


5ft 


ft 


1 


28 


105 


10 


H 


24H 


1ft 


27 
3~2 


6 


5% 


ft 


1 


20 


90 


9^ 


ft 


23 


IH 


H 


5% 


5ft 


ft 


1 


24 


84 


m 


i;, 

32 


21 


i% 


% 


5% 


5ft 


_5_ 
16 






83 


9% 


3_1 
64 


21ft 


114 

x 32 


ii 

16 


5% 


5H 


» 


Vs 




73 


9 


25 
6 4 


21ft 


1ft 


1 1 

lb 


5% 


5H 


% 


20 


82 


8H 


8 


17H 


1ft 


3 4 


5 


5ft 


H 






72 


m 


ft 


17% 


1ft 


% 


5 


5ft 


8 


% 




69 


8ft 


3i 
64 


17% 


1M 


% 


4^ 


5% 


ft 


% 




64 


8ft 


ft 


17% 


IK 


% 


4% 


5ft 


ft 


7 * 




59 


8 


H 


17% 


1H 


% 


4% 


5N 


% 


% 


18 


59 


7H 


] , 


15% 


i% 


9 
T6~ 


4% 


5H 


ft 

] 4 


^ 




54 


m 


ft 


1554 


i% 


_9_ 
1% 


4% 


5ft 


% 




52 


7ft 


N 


15% 


i% 


9 
16 


4% 


5^i 


R 


% 




48^ 


1 l A 


2 1 
C4 


15% 


i% 


ft 


4% 


5ft 


k 




16 


71 


7 1 , 


H 


UN 


i'\ 


H 


4 1 ., 


•> , ,> 


A 


H 




til 


7 A 


H 


12ft 


ift 


H 


4 






% 




M 


7 


ft 


12ft 


ift 


ft 


4 


5ft 


H 


% 




46 


6tf 


ft 


12% 


ift 


ft 


m 


5ft 


t 


% 




41 


1 1 ] j 


ft 


12% 


ift 


ft 


m 


5ft 


% 




38 


6ft 


H 


12% 


ift 


ft 


s\ 


5ft 


ft 




12 


88 


6H 


ft 


9% 


ift 


<• 


8H 


5ft 


s 






32 


6ft 


21 


10A 


1 1 


ft 


Hi, 


5k 






2sy 2 


H 


10ft 


H 


ft 


8H 


ft 


H 


10 


2sy 2 

23^ 


5ft 


b 


8% 


H 




3% 


5K 


H 

ft 





Ciicaoo— Josiph T . Rrin 



& SO N X i 



DATA 



BUILDINGS AND BRIDGES 1111 



EXPLANATION OF TABLES OF SAFE LOADS 

The following tables give the greatest safe load (evenly distributed 
over the entire length) which the steel shapes used as beams will carry. 

These loads include the weight of the beam, which must be de- 
ducted to obtain the net load. 

The loads given are based on a fiber stress of 16,000 pounds per 
square' inch, and are entirely reliable for ordinary conditions where 
loads are quiescent, as in buildings. 

For fluctuating loads causing vibration, especially if the beams are 
long as compared to their depth, the tabular loads should be reduced 
one-fifth; for rapidly moving loads, or where loads are suddenly appli- 
ed with slight impact, the tabular loads should be reduced one-third. 

It is assumed that the beams are stiffened sideways to prevent 
buckling in the compression flange, otherwise tabular load must be 
reduced as follows: 



Length of Beam 



Proportion to 
be used 



Length of Beam 



Proportion to 
be used 



20 xflange width 
30 xflange width 
40 xflange width 



Whole tab. load 
j^o tabular load 
T 8 o tabular load 



50 xflange width 
60 xflange width 
70 xflange width 



! 7 o tabular load 
T % tabular load 
Y% tabular load 



In many cases deflection will govern. The allowable deflection for plastered 
ceilings is 1-360 of the span. The deflection will be reduced in the same ratio 
as the load on the beam. 

The bending moments and deflections of beams under various systems of 
loading are given below: W=Total load. l=Length of beam. 

M=Maximum bending moment. 



QQQQQQQQQ 



Safe load=that given in tables. Max. 
bending moment at centre=- 5 - . 
Deflection as in tables. 




I 

Safe load=M that given in tables 
M=W1. 
4 
Defiection= I 8 (} that given in tables. 

■ Q 



I - 4 

Safe load=J^ that given in tables. 
M=W, 

Deflection=2.4 that given in tables. 



I- 



►—*-»*- 



Safe load=H that given in tables. 
M at point of support=Wl. 
Deflections=3. 2 that given in tables. 



«»Q Q%~ 



h-* 



Safe load=that given in tablesX^— r. 



Safe load— that given table X 



Max. bending moment, M= 



Wab 
1 * 



Chicago — Joseph T. Ryerson 



Max. bending moment between 
oads=J^ Wa. 

Son — New York 



1112 D A T A 



BUILDINGS AND BRIDGES 



STANDARD STEEL I BEAMS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 
Between 






24' 


I 






Supports 

in 

Feet 


115 
Pounds 


105 
Pounds 


100 
Pounds 


90 
Pounds 


80 
Pounds 


D 


10 


262820 
238930 


249910 
227190 


211520 
192290 


198970 


185530 
168660 


.07 


11 


180880 


.08 


12 
13 
14 


219020 
202170 
187730 

175210 


208260 
192240 
178510 

166610 


176270 
162710 
151080 

141010 


165810 
153050 

142120 

132650 


154610 
142720 
132520 


.10 
.12 
.14 


15 


123690 


.16 


16 


164260 


156190 


132200 


124360 


115690 


.18 


17 
18 


1.54600 
146010 
138320 

131410 
125150 
119460 
114270 
109510 


147010 
138840 
131530 

124950 
119000 
113590 
108660 
104130 


124420 
117510 
111330 


117040 

111)540 


109140 
103070 
97650 

92770 
88350 
84330 
80670 
77300 

74210 
71360 

(i.s720 
66260 


.20 

.22 


19 


104720 

99480 
94750 
90440 
86510 
82900 

79590 
76530 
73690 
71060 


.25 


20 
21 
22 
23 
24 


105760 
100720 
96140 
91960 
88130 

84610 
81350 
7S340 
75540 


.28 
30 
.33 
.36 
.40 


25 
26 
•27 
88 


105130 
101080 
97340 
93860 


99960 
96120 
92560 
89250 


.43 

47 
.5<) 
54 


29 
30 
31 
32 


90620 
87600 
84780 
82130 


86170 
83300 
80610 
78090 


72940 
70510 
68230 
66100 


68610 
86310 

64 ISO 
62180 


63980 
61840 
59850 
57980 


.18 

.62 
.66 
.70 


33 
34 
35 
36 


79640 
77300 
75090 

73000 


75730 
73500 
71400 
•MM 


64100 
68810 
80430 
58780 


60290 
58520 
88850 
86170 


56220 
54570 
53010 
51540 


.75 
.80 
.85 
.81 


37 

88 
40 


71 ().'<() 
80160 
87SM 
81700 


87540 
B5760 

64060 

8M70 


57100 
55660 

.142:50 

88880 


53770 
52370 
51010 

4'.t710 


50140 

4SV.0 
47570 
41.4! K) 


94 
1 00 

1 04 
1 11 



Safe loads above light lines are greater than safe loftdfl for \n»-I> 
crippling. 

For safe loads above doited lines standard connections will not 

be <.f surlicient strength. 



(M ICAOO - .1 " s K i- ii T . RrillOM x S 



N I w Y O R K 



DATA— BUILDINGS AND BRIDGES 1113 

STANDARD STEEL I BEAMS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 

Between 

Supports 

in 

Feet 



20" I 



18' I 



100 
Pounds 



90 
Pounds 



80 
Pounds 



70 
Lbs. 



Lbs. 



90 
Lbs. 



75 

Lbs. 



65 
Lbs. 



55 
Lbs. 



40 



160540 
147160 
135840 
126140 

117730 
110370 



98110 
92950 

88300 
84090 
80270 
76780 
73580 

70640 
67920 
65410 
63070 

60900 
58870 
56970 
55190 

53510 
51940 
50460 
49050 

47720 
46470 
45280 
44150 



166140 
151040 
138450 
127800 
118670 

110760 

103840 

97730 

92300 

"87440 



156410 
142190 
130340 
120310 
111720 

104270 
97750 
92000 



130110 
118280 
108430 
100090 
92940 

86740 



124750 
113410 
103980 



81320 
76540 



89110 

83170 
77970 
73380 



149540 
135950 
124620 



135460 
123150 
112890 



104470 



115030104200 
106810 96760 



99690 90310 



69310 .27 



83070 
79110 
75520 
72230 



66460 
63900 
61530 



82320 

78200 
74480 
71090 
68000 
65170 

62560 



57930 



65060 
61960 
59140 
56570 
54210 

52040 
50040 
48190 
46470 



65660 

62370 
59400 
56700 
54240 
51980 

49900 

47980 
46200 
44550 



57290 
55380 
53590 
51920 

50350 
48860 
47470 
46150 

44900 
43720 



53930 
52140 
50450 



44870 43020 



93460 
37960 
83080 
78700 

74770 
71210 
67970 
65020 
62310 

59810 
57510 



79680 
75260 
71300 

67730 
64510 
61570 

58900 
56440 



87060 
80360 
74620 

69650 
65300 
61460 
58040 
54990 

52240 
49750 
47490 
45420 
43530 



94290 
85720 
78570 .13 
72530 
67350 

62860 
58930 
55460 
52380 
49630 

47140 
44900 
42860 



39290 



.20 
.23 

.27 
.30 
.33 

.37 
.40 
.45 
.49 
.53 



54180 41790 37720 .57 



52100 40180 
55380 50170 
53400 48380 



47400 
46000 



41540 



43450 

42270 
41170 
40100 
39140 



43370 
41970 
40660 

39430 
38270 
37170 
36140 

35160 
34240 
33360 
32530 



41580 .74| 
40240 

.85 



.90 



356401.01 



37800 



34650 



33710 
32750 



31150 



1.07 

1.13 
1.20 
1.25 
1.32 



51560 
49840 
48420 
46730 

45310 

43980 
42720 
41540 



46710 
45150 
43700 
42330 

41050 
39840 
38700 
37630 



37310 

36030 
34820 
33700 
32650 

31660 
30730 



36260 
34920 
33670 



32510 .77 

31430 .83 

30420 .89 

29460 .94 



28570 
27730 
29850 26940 
29020 26190 



40410 
39350 
38340 
37380 



36610 28230 25480 
24750 
24170 
23580 



35650 
34730 
33860 



27490 
26750 
26120 



.00 



1.12 
1.13 



1.34 
1.39 
1.47 



For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 

For safe loads above dotted lines standard connections will not 
be of sufficient strength. 



Chicago — Joseph T. Rye r son 



Son — New York 



in-4 D A T A KUILD.I NG S 



A N h 



RIDGES 



STANDARD STEEL I BEAMS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 








15' I 








Between 


















Supports 


















in 


100 


90 


80 


70 


60 


50 


42 


I") 


Feet 


Pounds 


Pounds 


Pounds 


Pounds 


Pounds 


Pounds 


Pounds 




10 


127800 
116180 
106500 


119960 
109050 


112230 


94390 
85S10 
78660 


86610 
78740 

72180 


68750 
62500 
57290 


62830 
57120 
52360 


11 


11 


102030 
93520 


.13 


12 


99960 


.16 


13 


98310 


92270 


86330 


72610 


66630 


52890 


4S330 


19 


14 


91280 


856S0 


80160 


67420 


61870 


49110 


44880 


22 


15 


85200 


79970 


74820 


62920 


57740 


45840 


41880 


:' ; . 


lfi 


79870 


74970 


70140 


58990 


54130 


42070 


39270 


2 s 


17 


75180 


70560 


66020 


55520 


50950 


40440 


36960 




18 


71000 


66640 


62350 


52440 


4S120 


38200 


34900 


.86 


19 


67260 


63130 


59070 


49680 


45590 


36190 


33070 


.40 


20 


63900 


59980 


56110 


47190 


43310 


343s0 


31410 


44 


21 


60860 


57120 


53440 


44950 


41240 


32740 


29920 


.41' 


22 


58090 


54530 


51010 


42900 


39370 


31250 


28560 


51 


23 


55560 


52150 


48800 


41040 


37660 


29890 


2731'n 


."is 


24 


53250 


49980 


46760 


39330 


36090 


28660 


26180 


.68 


25 


51120 


47980 


44890 


37750 


34650 


27500 


25130 


69 


28 


49150 


4..140 


43170 


36300 


33310 


26440 


24160 


75 


. 27 


47330 


444:50 


41570 


34960 


32080 


25460 




so 


2 s 


45640 


4_'s40 


40080 


33710 


30930 


24550 


22440 


so 


89 


41U7H 


41360 


38700 


32550 


29870 


L':;:io 


21660 




M 


12600 


39900 


37410 


31460 


28870 


22920 


20940 




31 


4 1230 


38700 


8C2O0 


30450 


27940 


22180 


20270 


1 01 


32 


39040 


374'.iO 


35070 


29600 


27070 


L'14'.'O 


19630 


1 13 


33 


38730 


36350 


34010 


28600 


26250 


20830 


19040 


1 20 


34 


37590 


35280 


33010 


27760 


2.V170 


20220 


18480 


1 28 


35 


36510 


34270 


32070 


26970 


24760 


19640 


17050 


1 38 


86 


35500 


33320 


31170 


16230 


24060 


19100 


174.-.0 


1 13 



For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 

For safe loads above dotted lines standard connections will not 
be of sufficient strength. 



Cnii \ .. ■• I 



R V-F. Kit O M 8 



D A T A 



BUILDINGS AND BRIDGES 1115 



STANDARD STEEL I BEAMS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 
Between 






12" 


I 






10" I 


Supports 

in 

Feet 


55 

Pounds 


50 
Pounds 


40 
Pounds 


35 

Pounds 


31M 
Pounds 


D 


35 

Pounds 


25 
Pounds 


D 


10 


57070 


53930 


47810 


40580 


38370 


.14 


31240 


26050 


.16 


11 


51880 


49030 


43470 


36890 


34880 


.17 


28400 


23680 


.20 


12 


47560 


44940 


39840 


33820 


31970 


.20 


26030 


21710 


.24 


13 
14 
15 


43900 
40760 
38040 


41480 
38520 
35950 


36780 
34150 
31880 


31220 
28990 
27050 


29510 
27400 
25580 


.23 

.27 
.31 


24030 
22310 
20830 


20040 
18610 
17360 


.28 
.32 
.37 


16 
17 
18 
19 
20 


35670 
33570 
31700 
30040 
28530 

27170 
25940 
24810 
23780 


33710 
31720 
29960 
28380 
26960 

25680 
24510 
23450 
22470 


29880 
28130 
26560 
25160 
23910 

22770 
21730 
20790 
19920 


25360 
23870 
22540 
21360 
20290 

19320 
18450 
17640 
16910 


23980 
22570 
21310 
20190 
19180 

18270 
17440 
16680 
15990 


.35 

.40 
.45 
.50 
.55 

.61 
.67 
.73 
.79 

.86 
.93 
1.00 
1.08 
1.16 
1.24 


19520 
18380 
17350 
16440 
15620 


16280 
15320 
14470 
13710 
13020 


.42 
.48 
.54 
.60 
.66 


21 
22 

23 
24 


14880 
14200 
13580 
13020 

12500 
12020 
11570 
11160 
10770 
10410 


12400 
11840 
11320 
10850 

10420 
10020 
9650 
9300 
8980 
8680 


.73 
.80 

.88 
.95 


25 
26 
27 
28 
29 
30 


22830 
21950 
21140 
20380 
19680 
19020 


21570 
20740 
19970 
19260 
18600 
17980 


19130 
18390 
17710 
17080 
16490 
15940 


16230 
15610 
15030 
14490 
13990 
13530 


15350 
14760 
14210 
13700 
13230 
12790 


1.03 
1.12 

1.21 
1.30 
1.39 
1.49 


31 
32 
33 
34 


18410 
17830 
17290 
16780 
16300 
15850 


17400 
16850 
16340 
15860 
15410 
14980 


15420 
14940 
14490 
14060 
13660 
13280 


13090 
12680 
12300 
11940 
11590 
11270 


12380 
11990 
11630 
11280 
10960 
10660 


1.33 
1.41 
1.50 
1.59 
1.69 
1.79 


10080 
9760 
9470 


8400 
8140 
7890 


1.59 
1.69 
1.80 


35 








36 

















For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago — Joseph T. Ryerson & Son — New York 



111G 



J) A T A 



B L' I L 1.) 1 N G S AND liKIDGES 



STANDARD STEEL I BEAMS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflections in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 
Between 


V I 


8' I 


7' I 


Supports 

in 

Feet 


35 
Pounds 


21 
Pounds 


D 


25', 
Pounds 


18 
Pounds 


D 


20 
Pounds 


15 
Pounds 


D 


o 


132490 
88330 


100660 
67100 


.004 
.01 


91250 
60830 


75850 
50560 


.005 
.01 


88289 

42850 


55200 


.01 


3 


36800 


02 


4 


66240 
62990 

44160 

37850 


50320 


.03 
.05 
.07 

.09 


45620 
36500 
30410 


37920 


.03 
.05 
.07 

10 


32140 

26710 

21430 

18370 


27600 
82080 

18400 

15770 


.04 


S 

6 


40320 
33600 

28800 


30330 
25280 

21670 


.06 
.09 


7 


26070 


.12 


s 


33120 


25160 


12 


22810 


18960 


.13 


16070 


'is'sbo 


.15 





29440 


22370 


.15 


20270 


16850 


.17 


14280 


12270 


.19 


10 


26500 


20130 


.18 


18250 


15170 


21 


12860 


11040 


.24 


11 

12 


24000 

22080 


18300 
16770 


.22 

.26 


16590 
15200 


13700 
12640 


.25 
.30 


11690 
10710 


10040 
9200 


29 
.34 


13 
14 


30880 

18030 

17070 

16560 

15600 

14720 


15 ISO 
14380 

13120 
12580 

11840 
11180 


.31 
.36 

.41 
.47 

.53 
.60 

.66 
.74 
.81 


14110 
13030 

12160 

11400 


11670 
10830 

10110 
9480 


.35 
.41 

47 
.53 

.60 

.67 

.75 

n 

.01 


8880 

9180 


8490 
7800 


40 
.46 


15 
16 


8570 
8030 

7560 
7140 

6770 
8430 
8128 


7360 
8880 

6490 
6130 

5810 
8620 

8280 


53 

.60 


17 
18 


10760 
10130 

9620 
N20 

8700 


8920 
8430 

7980 

7580 

7220 


.68 
.77 


10 
M 
II 


13050 
13250 
12820 


10500 
10064 
9500 


.85 
.81 

10! 


a 

23 
14 


12050 
11830 

11040 


9150 
8750 
8390 


.89 

.97 

1.06 


8290 
7«.»4(> 

7600 


6890 
6590 
6320 


1 INI 

i n 

1 19 


8848 
8688 
8180 


.V.JO 

4800 
4600 


1 14 

l M 
1 36 


u 


10600 
10190 
B810 

0460 


8050 
7740 
7460 

71 'HI 


1 15 
1 24 
1 34 
1 44 


mo 

7060 


6070 
8820 


1 29 
1 40 








M 








.'7 

























Safe loads above light lines are greater than safe loads for web 
(rippling. 

For safe loads below heavy tinea the deflection will be greater 
than the allowable limit for plaster veiling. 

For safe loads above dotted lines standard connections will not 
be of sufficient strength. 



I iiicaco — J O 8 l- W ■ T • RVIIIOI i Sdk-Xew York 



D A T A 



BUILDINGS AND BRIDGES 1117 



STANDARD STEEL I BEAMS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of beam. 



I 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



I 



Distance 
Between 


6' I 


5" I 


4' I 


3' I 


Supports 

in 

Feet 


17>i 
Pounds 


Pounds 


D 


17 
Pounds 


Pounds 


D 


7H 
Pounds 


D 


5V 2 
Pounds 


D 


2 


46550 
31030 
23280 
18620 
15520 


38750 


.01 
.02 
.04 
.07 
.10 

.13 

.18 

.22 

.28 

.33 

.40 

.47 
.54 

.62 
.71 

.80 
.90 

1.00 
1.10 
1.21 

1.33 


39990 
26660 
19990 
■"15996" 
13330 

11420 
9990 

8880 
7990 


25800 


.01 
.03 
.05 
.08 
.12 

.16 
.21 

.27 
.33 

.40 
.48 

.56 
.65 

.75 

.85 

.95 
1.07 

1.19 
1.32 


15900 
10600 


.02 
.04 
.07 
.10 
.15 

.20 
.26 

.34 
.41 

.50 
.60 

.70 
.81 

.93 
1.06 

1.19 
1.34 


8800 


.02 


3 


25830 
19370 
15490 
12910 

11070 
9680 

8610 
7750" 

7040 
6460 


17200 
12900 
10320 
8600 

7370 
6450 

5730 
5160 


5860 
4410 
3530 
2940 


.05 


4 
5 
6 


7950 
6360 
5300 

4540 
3980 


.09 
.14 
.20 


7 
8 


13300 
11640 

10350 
9310 

8460 
7760 


2520 
2210 

1960 
1770 

1600 
1470 

1360 
1260 

1180 
1100 

1040 
980 


.27 
.35 


9 
10 


3530 
3180 

2890 
2650 

2450 
2270 

2120 
1990 

1870 
1770 


.45 
.55 


11 
12 


7360 
6660 

6150 
5710 

5330 
4990 

4700 
4440 

4210 
3990 


4690 
4300 

3970 
3680 

3440 
3220 

3030 
2870 

2720 
2580 


.67 
.80 


13 
14 

15 

16 

17 

18 

19 


7160 
6650 

6210 
5820 

5480 
5170 

4900 
4660 
4430 

4230 


5960 
5530 

5160 
4840 

4560 
4300 

4080 
3870 
3690 

3520 


.93 
1.08 

1.24 
1.41 

1.59 
1.79 


20 










21 










22 
















23 
















24 






















25 






















26 






















27 






















28 













































Safe loads above light lines are greater than safe loads for web 
crippling. 

For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 

For safe loads above dotted lines standard connections will not 
be of sufficient strength. 



Chicago — Joseph T. Ryerson & Son — New York 



1118 L) A T A — BUILD! N G S AND li K I U G E S 

STANDARD STEEL CHANNELS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 



Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



3 



Distance 


15" I 




13' 


I 




Supports 

in 

Feet 


55 
Pounds 


50 
Pounds 


40 
Pounds 


33 
Pounds 


D 


50 
Pounds 


40 
Pounds 


32 
Pounds 


D 


10 


61190 


57270 


49420 


44450 


.11 


51470 


44670 


38970 


.12 


11 
12 


55630 
50990 


52060 
47720 


44930 
41190 


40410 
37040 


.13 
.16 


46790 
42890 


40610 
37220 


35420 
32470 


.15 
.18 


13 
14 


47070 
43710 


44050 
40910 


38020 
35300 


34190 
31750 


.19 

.22 


39590 
36760 


34360 
31910 


29970 
27830 


.21 
.24 


15 
16 


40790 
38240 


38130 
35790 


32950 
30890 


29630 
27780 


.26 

.29 


34310 
32160 


29780 
27920 


25980 
24350 


.28 
.32 


17 
18 


35990 
33990 


33690 
31820 


29070 
27460 


26150 
24700 


.32 
.36 


30270 
28590 


26270 
24810 


22920 

21650 


.36 
.41 


19 
20 


32210 
30590 


30140 
28630 


26010 
24710 


23400 
23230 


.40 
.44 


27090 
25730 


23510 
22330 


20510 
19480 


.46 
.51 


21 
22 


29140 
27810 


27270 
26030 


23540 
22470 


21170 
20210 


.49 
.53 


24510 
23390 


21270 

20300 


18550 
17710 


. M 

.61 


23 
24 


26600 
25500 


24900 
238<>0 


21490 
20590 


19330 
18520 


.58 
. 64 


32870 

21440 


1(1420 
18610 


16940 
16230 


i',7 
.73 


M 

26 


24480 
23530 

22660 
21850 


22910 
22030 

81210 

20450 


19770 
19010 

18310 
17650 


17780 
17100 

16460 
15880 


.69 

.7. r > 

.81 
.88 


20580 
19790 


17860 
17180 


15580 
14980 


7".i 


27 
18 


19060 
18380 


16540 
15950 


14430 
1291Q 


92 
. M 


29 
30 


21100 
20400 


19750 
196M 


17040 
16470 


15330 
14820 


.91 

.99 


17740 

17150 


15400 
14890 


18440 
12990 


1.07 

1.14 



For safe loads below heavy linos the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago Jositb I Ryuiox i S w Vo«k 



DATA 



BUILDINGS AND BRIDGES 1110 



STANDARD STEEL CHANNELS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 




12 


c 






10 


' L 




Supports 

in 

Feet 


40 
Pounds 


30 
Pounds 


2oy 2 

Pounds 


D 


35 
Pounds 


25 
Pounds 


15 
Pounds 


D 


10 


35010 


28740 


22780 


.14 


24640 


19410 


14270 


.17 


11 
12 


31830 
29180 


26120 
23950 


20700 
18980 


.17 
.20 


22400 
20530 


17640 
16170 


12970 
11890 


.20 
.24 


13 
14 


26930 
25010 


22110 
20530 


17520 
16270 


.23 
.27 


18950 
17600 


14930 
13860 


10980 
10190 


.28 
.32 


15 
16 


23340 

21880 


19160 
17960 


15180 
14230 


.31 
.35 


16430 
15400 


12940 
12130 


9510 
8920 


.37 
.42 


17 

18 


20600 
19450 


16900 
15970 


13400 
12650 


.40 
.45 


14490 
13690 


11420 
10780 


8390 
7930 


.48 
.54 


19 
20 


18430 
17510 

16670 
15910 


15120 
14370 

13580 
13060 


11990 
11390 

10850 
10350 


.50 
.55 

.61 
.67 


12970 
12320 


10220 
9700 


7510 
7130 


.60 
.66 


21 
22 


11730 
11200 


9240 
8820 


6790 
6490 


.73 
.80 


23 
24 


15220 
14590 


12490 
11970 


9900 
9490 


.73 

.79 

.85 
.93 


10710 
10270 

9860 
9480 


8440 
8090 

7750 
7460 


6200 
5940 

5710 
5490 


.88 
.95 


25 
26 


14000 
13470 


11490 
11050 


9110 
8760 


1.03 
1.12 


27 
28 


12970 
12500 


10640 
10260 


8440 
8130 


1.01 
1.09 


9130 
8800 


7190 
6930 


5280 
5100 


1.21 
1.30 


29 
30 


12070 
11670 


9910 
9580 


7850 
7590 


1.16 
1.24 


8500 
8210 


6690 
6470 


4920 
4760 


1.39 
1.49 



For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago — Joseph T. Ryekson & Son — New York 



1120 



> A l A 



BUILDINGS AND B K I D G L S 



STANDARD STEEL CHANNELS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 
Between 


9' [ 


8' I 


7- I 


Supports 

in 

Feet 


25 
Pounds 


I3H 

Pounds 


D 


21', 
Pounds 


1P 4 
Pounds 


D 


low 

Pounds 


9\, 
Pounds 


D 


2 
3 
4 


83790 
55860 
41900 


56080 
37390 
28040 


.004 
.01 

.03 


63680 
42450 
31840 


43070 
28710 
21530 


.005 

.01 

.03 


50550 
33700 
25280 


32130 
21420 
16070 


.01 
.09 

.04 


5 
6 


33520 
27930 


22430 
18690 


.05 
.07 


254 70 
21230 


17230 
14360 


.05 
.07 


20220 
16850 


12850 
10710 


.06 
.09 


7 
8 


23940 
20950 


16020 
14020 


.09 
.12 


18200 
15920 


12310 

10770 


10 
.13 


14440 
12640 


9180 
8030 


.12 
.15 



10 


18620 
16760 


13460 

11220 


.15 
.18 


14150 
12740 


9570 
8610 


17 
.21 


11230 
10110 


7140 
6430 


.19 
.24 


11 
12 


15240 
13970 


10200 
9350 


.21 
.26 


11580 
10610 


7830 
7180 


.25 
.30 


9190 
8430 


5840 
5360 


.98 

.34 


II 

11 


12890 
11970 

11170 
10470 

9860 
9310 


8090 

8010 

7480 

7010 

6600 
6230 


.31 
.36 

.41 
.47 

.53 
.60 

.66 
.74 


B80Q 

9100 

S490 
7960 


6630 
6150 

8740 

5380 


.35 
.41 

47 
.61 

.60 

.67 

.75 
.83 


7780 

7220 


4940 
4800 


40 
.41 


II 

16 


6740 
8890 

5950 
5620 

8990 

5060 


4280 

4020 

3780 
3570 

3380 
3210 


.53 

.61 


17 
18 


7490 
7080 

6700 
6370 


5070 
4790 

4530 
4310 


.77 


19 
20 


8830 
B380 


MOO 

5610 


.95 


21 


7980 
7090 


8140 

5100 


,81 

.89 


8070 

8700 


4100 
8830 


.91 
1 01 


4810 
4600 


9080 
9090 


1 .113 
1 It 


n 

24 


7990 


H88 

4670 


'.•7 
1 06 


8840 
8810 


3780 


1 01 

1 19 


4400 

1910 


9780 
8080 


i 38 


H 


1700 

M40 

6200 


1408 
B10 
1180 


1 || 
i M 

1 34 


8080 


8488 


l 39 


4040 




1 17 


27 





























For safe loads below heavy lines the deflection will be greater 
than the allowable limit for planter OOUmg. 



i nil too .1 



I . K V I. R I 



N i M Y it K k 



DATA 



BUILDINGS AND BRIDGES 1131 



STANDARD STEEL CHANNELS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 
Between 


6' £ 


5' I 


4'E 


3' I 


Supports 

in 

Feet 


15^ 
Pounds 


8 
Pounds 


D 


Pounds 


Pounds 


D 


5K 
Pounds 


D 


4 
Pounds 


D 


2 
3 
4 

5 

6 


34720 
23140 
17360 

13890 
11570 

9920 
8680 

7720 
6940 

6310 
5790 


23100 
15400 
11550 

9240 
7700 

6600 
5780 

5130 
4620 

4200 
3850 


.01 
.02 
.04 

.07 
.10 

.14 
.18 

.22 

.28 

.33 
.40 

.47 
.54 

.62 
.71 

.79 
.89 

1.00 
1.10 

1.22 
1.34 

1.45 


22190 
14790 
11100 

8880 
7400 

6340 
5550 

4930 

4440 


15820 
10540 
7910 

6330 
5270 

4520 
3960 

3520 
3160 


.01 
.03 
.05 

.08 
.12 

.16 
.21 

.27 
.33 

.40 
.48 

.56 

.65 

.74 
.85 

.96 
1.C7 

1.20 
1.32 

1.45 


10110 
6770 
5060 

4050 
3370 

2890 
2530 


.02 
.04 
.07 

.10 
.15 

.20 
.26 

.34 
.41 

.50 
.59 

.70 
.81 

.93 
1.06 

1.20 
1.34 

1.49 


5810 
3870 
2910 

2330 
1940 


.02 
.05 
.09 

.14 

.20 


7 
8 


1660 
1450 

1290 
1160 

1060 
970 

890 
830 

780 
730 

680 
650 


.27 
.35 


9 
10 


2250 
2020 

1840 
1690 

1560 
1440 

1350 
1260 

1190 
1120 

1060 


.45 
.55 


11 

12 


4040 
3700 

3410 
3170 

2960 
2770 

2610 
2470 

2340 
2220 

2110 


2880 
2640 

2430 
2260 

2110 
1980 

1S60 
1760 

1670 
1580 


.67 
.80 


13 
14 

15 
16 

17 

18 

19 


5340 
4960 

4630 
4340 

4080 
3860 

3650 
3470 

3310 
3160 

3020 


3550 
3300 

3080 
2890 

2720 
2570 

2430 
2310 

2200 
2100 


.93 
1.08 

1.24 
1.41 

1.60 
1.79 


20 






21 










22 










23 
















24 
















25 






















26 






















27 












:::: :::::::: 




















II 









For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago — Joseph T . Ryerson & S o ri — New York 



1122 l> A T A - B U I I. D 1 N G S A N h BRIDGES 



STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR EQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



NEUTRAL AXIS PARALLEL TO EITHER LEG 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Size of 


Weigh! 

per 
Foot 




Distance between Supports in 


Feet 




Angle, 
Inches 


1 


2 


3 


4 


5 


6 


: 


8 X8 XI 


51.00 
45.00 
38.90 
32.70 
26.40 


89240 


84240 
74740 
64980 
54940 
44620 


56160 
49840 
43320 
36620 
29760 


42120 
37370 
32490 
27470 
22310 


33700 

25990 
21980 
17S50 


MOM 

21660 
18310 
14880 


2M70 

15700 
U7S 1 


6 X6 X H 

• 


33.10 
28.70 
24 20 
19.60 
14.90 


81440 
71180 

60340 
49220 
37640 


40720 
355M 
30170 

24610 
18820 


27150 
23690 
20120 
16400 
125M 


20360 
17770 

9410 


16290 
142M 
12070 

9840 


1.1=570 
11860 
[0060 

.',27(1 


10150 
7030 


5 X5 X H 

' i 

• 


20.00 
16.20 
12.30 


48320 
41140 
33660 
25S20 


24160 
20570 

16830 
12910 


16100 
13710 
11220 

8610 


1MM 
10280 

8410 
6460 


MM 
8230 
67M 
5170 


5610 
4310 


MM 

5880 
4810 

3690 


4 X4 X 5 8 

A 


15.70 
12.80 
9.80 
8.20 


25620 
21060 
16240 
13740 


12810 
10530 
8120 
6870 


8540 

7020 
5420 
4580 


6410 
6270 

4060 
3430 


5130 

421(1 
3250 
2750 


4270 
3510 

2710 


3660 
M10 
2320 
I9M 


3HX3'. 

• 


11 in 
8.50 
5.80 

9.40 
7.20 
6.10 
4 N 


15880 
12280 
8640 

11440 
8880 
7540 

616C 


7940 
6140 
4320 

5720 
run 
3770 
3080 


5MB 

4100 
2880 

3810 

2510 
2050 


3970 
3070 
2160 

2860 
22M 
1890 
1540 


3180 

3460 

I7M 

17M 
1510 
ISM 


MM 

1440 

1910 

1480 

1260 


2270 
I2M 


3 X3 X » 2 

'4 


1270 
10M 

880 


- »X '2 


8.50 

.-, 611 
3 39 


9480 
6280 


4740 
SIM 
1970 


3160 
1310 


2370 
1570 

B80 


1M0 


I5B0 
I0M 

660 


IMO 
MO 


A 


5.30 
2.75 


MM 

4820 
2600 


MM 
1010 

M10 
IMO 


M10 

1080 

1610 
870 


1510 

810 

1210 

650 


1810 

MO 

960 


1010 

540 




- »x 3 S 
A 




:<7<i 


2 X2 X H 

A 


4.70 


3740 
2040 


1870 
1020 


L350 

680 


510 


410 


340 


MO 
290 



For lengths to the right of heavy lines tin* deflection will l>e 
r than t 1 ,, inch. 



( i| | i \ i. Q - I . • - I I- II I K | - Nl« N " K K 



DATA 



BUILDINGS AND BRIDGES 1123 



STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR EQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



NEUTRAL AXIS PARALLEL TO EITHER LEG 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Size of 


'8 


Distance 


BETWEEN 


Supports 


in Feet 






Angle, 
Inches 


9 


10 


11 


12 


13 


14 


15 


8 X8 XI 
% 
H 
% 


21060 
1S690 
16250 
13740 
11160 

10180 
8890 
7540 
6150 
4700 

6040 
5140 
4210 
3230 


18720 
16610 
14440 
12210 
9920 

9050 
7900 
6710 
5470 

4180 


16850 
14950 
13000 
10990 
8930 


15320 
13590 
11820 
9990 
8110 


14040 
12460 
10830 
9160 
7440 

6790 
5920 
5030 
4100 
3140 

4020 
3430 
2800 
2150 


12960 
11500 
10000 
8450 
6870 

6260 
5470 
4640 
3790 
2900 


12030 
10680 
9280 
7850 
6380 

5820 
5080 
4310 
3520 
2690 


11230 
9970 
8660 
7330 
5950 


6 X 6X % 

l A 

Ys 

Y2 

Ys 


8140 
7110 
6030 
4920 
3760 

4830 
4110 
3370 
2580 

2560 
2110 
1620 
1370 


7400 
6460 
5490 
4470 
3420 

4390 
3740 
3060 
2350 

2330 
1910 
1480 
1250 


5430 
4740 
4020 
3280 
2510 


5 X5 X H 

Ys 


5360 
4570 
3740 
2870 

2850 
2340 
1810 
1530 

1760 
1370 
960 

1270 
990 
840 
680 


3710 
3160 
2590 
1990 

1970 
1620 
1250 
1080 

1220 
950 
660 


3450 
2940 
2400 
1850 

1830 
1500 
1160 
980 

1130 
880 
610 


3220 
2740 
2240 
1720 


4 X4 X Ys 
Yz 


3200 
2630 
2030 
1720 

1980 
1540 
1080 

1430 
1110 
940 
770 

1190 
790 
490 

760 
400 


2140 
1760 
1350 
1140 

1320 
1020 
720 

950 
740 
630 
510 

' 790 
520 
330 

500 
270 

400 
220 


1710 
1400 
1080 
920 


u 

3 X3 X Yi 


1590 
1230 
860 

1140 

890 
750 
620 

950 
630 
390 

600 
320 

480 
260 

370 
200 


1440 
1120 

780 

1040 
810 
690 
560 

860 
570 
360 

550 
290 

440 
240 


1080 
820 
570 


Ys 








re 








H 








2%X2Y±X Yi 


1050 
700 
440 

670 
360 

540 
290 

420 
230 
















■h 








VAX2}4X Ys 








_3_ 








2HX2HX Ys 


600 
320 

470- 
250 








3 








2 X2 X Ys 








3 

























. For lengths to the right of heavy lines the deflection will be 
greater than y§ inch. 

For lengths to the right of the dotted line the deflection will be 
greater than % inch. 



Chicago — Joseph T. Ryerson & Son — New York 



1124 n A I A 



15 I' I L 1) I N G S A N 1) 



RI D f. E S 



STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



LONG LEG VERTICAL 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Siieof 


Weight 
per 
Foot 




Distance between Supports in 


Fext 




Angle, 
Inches 


1 


2 


3 


4 


5 


6 


7 


8 X6 X% 

H 

H 


33.80 
28.50 
23.00 


"85480 


62220 
52620 
42740 


41480 
35080 
28490 


31110 
26310 

21370 


24890 
21050 
17090 


20740 
17540 
14250 


17770 
15040 
12210 


7 X3.4XK 
N 

• 


21 00 
17.00 
13.00 


74280 
60560 
46180 


37140 
30280 
23090 


24760 
20180 
15390 


18570 
15140 
11540 


14850 
12120 
9230 


12380 
10100 
7690 


10610 
8650 
6590 


6 X4 X 5 S 


20 00 
16.20 
12.30 


56640 
46240 
35400 


28320 
23110 

17700 


18880 
15410 
11800 


14160 
11560 
MO 


11330 
9250 
7080 


9440 
7710 
5900 


8090 
6600 
506(1 


G X3> jX s s 


18 90 
15 80 
11.70 


55340 
45200 
34600 


27670 
22600 
17300 


18450 
15060 
11.540 


13840 
11300 
8650 


11070 
9040 
6920 


9220 
7530 
5770 


7910 
6460 
4940 


1 X4 XM 

?8 


14.50 
11.00 


32560 
25000 


16280 
12500 


10850 
8330 


8140 
6250 


6510 
5000 


5430 
4170 


4650 

357H 


1 X3HX34 
A 


13 60 
8.70 


31860 
20640 


15930 
10320 


10620 
6880 


7960 
5160 


6370 
4130 


5310 
3440 


4550 
29.50 


5 X3 XM 

A 


12.80 
8.20 


31020 
20120 


15510 
10160 


10340 
6710 


7760 
5030 


6210 
4020 


5170 
3350 


4430 

Ml 


4HXt XH 
n 


11 90 
7.70 


25320 
16420 


12660 
8210 


8440 
5470 


6330 
4100 


5060 
3280 


4220 
2730 


3620 
2340 


4 XSHXH 
A 


11.90 
7.70 


20640 
13480 


10320 
6740 


6880 
4490 


5160 
3370 


4130 
2690 


3440 
22.50 


2950 
1920 


4 X3 XH 

A 


11.10 
7.20 


20140 
13160 


10070 
6580 


6710 
4390 


5040 
3290 


4030 
2630 


3360 
2190 


2880 
1880 


1 XH 
M 


10 20 
5.40 


15500 
8420 


7750 
4210 


5170 
2800 


3880 
2100 


3100 
1680 


2580 
1400 


2220 
UN 


3'iX2HXH 

'4 


9.40 
4.90 

6 60 
4.50 


15060 
8040 

8640 
5980 


7530 
4020 

4320 
2990 


5020 
2680 

NN 
2000 


3760 
2010 

2160 
1500 


3010 
1610 

1730 
1200 


2510 
1340 

1440 
1000 


2150 

1150 


1 X2HXH 

'4 


1230 


3 X2 X 1 ,, 


5.90 
4.10 


8340 

57 Ml 


4170 
2890 


2780 

hn 


2080 
1440 


W70 
1160 


1390 
M 


INI 



For lengths to the right of heavy lines the deflection will he 
greater th:m ,\ inch. 



c M 1 . if n 



Ktiiioi I So M N I V York 



DATA— BUILDINGS AND BRIDGES 1125 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



LONG LEG VERTICAL 



For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Size of 






Distance 


BETWEEN 


Supports 


in Feet 






Angle, 
Inches 


8 


9 


10 


11 


12 


13 


14 


15 


8 X6 XX 

H 


15550 
13150 
10680 

9280 
7570 
5770 

7080 
5780 
4420 

6920 
5650 
4330 

4070 
3120 

3980 
2580 

3880 
2520 

3170 
2050 


13820 
11690 
9500 

8250 
6730 
5130 

6290 
5140 
3930 

6150 
5020 
3850 


12440 
10520 
8550 

7430 
6060 
4010 


11310 

9570 

7770 


10370 

8770 
7120 

6190 
5050 
3840 

4720 
3850 
2950 

4610 
3770 

2880 

2710 

2080 

2650 
1720 

2590 
1680 


9570 
8090 
6570 

5710 
4660 
3550 

4360 
3560 
2720 

4260 
3480 
2660 


8880 
7510 
6100 

5310 
4330 
3290 


8290 
7010 
5700 


7 XV/zXYs 

V2 

Vs 


6750 
5510 
4190 

5150 
4200 
3220 

5030 
4110 
3150 

2960 
2270 

2900 
1880 

2820 
1830 

2300 
1490 

1880 
1220 

1830 
1200 


4950 
4040 
3070 


6 X4 X 5 A 

Vi 

Vs 

6 X&A Vs 
Vs 


5660 
4620 
3540 

5530 
4520 
3460 

3260 
2500 

3190 
2060 

3100 
2010 

2530 
1640 

2060 
1350 

2010 
1320 

1550 
840 

1510 

800 


4050 
3300 
2530 

3950 
3230 
2470 

2330 
1790 

2280 
1470 

2220 
1440 

1810 
1170 

1470 
960 

1440 
940 

1110 
600 

1080 
570 

620 
430 


3780 
3080 
2360 

3690 
3010 
2310 


5 X4 XV2 

v% 

5 XVAXVi 
A 

5 X3 XYi 
A 


3620 
2780 

3540 
2290 

3450 
2240 

2810 
1820 

2290 
1500 

2240 
1460 

1720 
930 

1670 
890 

960 
670 

930 
640 


2500 
1920 

2450 
1590 

2390 
1550 

1950 
1260 

1590 
1040 

1550 
1010 

1190 
640 

1160 
620 

660 
460 


2170 
1670 

2120 
1380 

2070 
1340 


4^X3 XV 2 

-5. 
16 


2110 
1360 

1720 
1120 

1680 
1100 

1290 
700 

1250 
670 

720 
500 

690 
480 


1690 
1090 


4 xmxH 

4 x3 xy 2 

A 


2580 
1680 

2520 
1640 

1940 
1050 

1880 
1010 

1080 
750 

1040 
720 


1380 
900 

1340 
880 


33^X3 XH 
X 

VAx2y 2 xy2 

X 


1410 
760 

1370 
730 

790 
540 

760 
530 


1030 
560 

1000 
540 


3 x2y 2 xy s 

X 
3 X2 XV% 


860 
600 

830 

580 




X 

















For lengths to the right of heavy lines the deflection will be 
greater than ^ inch. 

For lengths to the right of the dotted line the deflection will be 
greater than % inch. 



Chicago — Joseph T. Ryerson & Son — New York 



i 126 



I) A T A 



B U ILD I N 



AND 1! K I I) G E S 



STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 

SHORT LEG VERTICAL 

For safe loads and deflections under various systems 
of loading, see explanation. 



Size of 
Angle, 
Inches 


Weight 
per 
Foot 




DlBTAM ■ BKTWKKN Si PPORT8 IN 


\'t M 




1 


2 


3 


4 


5 


6 


7 


8 X6 X s 4 

N 
H 


33.80 
28.50 
23.00 


73s 10 
62680 
55080 


36920 
31340 

27540 


24610 
20890 
1S360 


18466 

12770 


14770 
12530 
10210 


12310 
10440 
8510 


10550 
8950 
7290 


7 X3',.X'v 


21.00 
17.00 
13.00 


21040 
17280 

13970 


10520 
8640 
6980 


7010 
5760 
4650 


5260 
4320 
3490 


4210 
3460 
2790 


3510 
2880 


3010 

2470 
1990 


8 X4 XM 

1 i 


20.00 
16.20 
12.30 


27040 
22200 
17100 


13520 
11100 
8550 


9020 

74(Kl 
5700 


6760 
5550 
4280 


5410 

4440 

3480 


4510 
3700 
8880 


3860 
3170 

2440 


6 XtXXH 


18.90 
15 30 
11.70 


20680 
17000 
13140 


10340 
8500 
6570 


6686 

5071) 
4380 


5170 
4250 
3880 


4140 
3400 
2630 


3450 
2880 
2180 


2430 
1880 


5 X4 XH 

• 


14.50 
11.00 


21720 
16746 


10860 
8376 


7240 
5580 


5430 
4180 


4340 
3860 


8796 


3100 
8886 


S XH 

ft 


13.60 
8.70 


16640 
10900 


8320 

5450 


5550 


4160 

2720 


3330 
2180 


2770 
1886 


8886 

151.0 


5 xa 

A 


12.80 
8.20 


12220 
8040 


6110 
4036 


4070 
2680 


3060 
2010 


2440 
1616 


2010 
1840 


1750 
1150 


A 


11.90 
7.70 


12080 
8106 


6046 

4050 


4080 

-'71 HI 


3020 
8080 


2410 


2010 
1866 


1720 
1160 


4 x: j - 

A 


11 90 
7.70 


16180 
10600 


BOM 
6300 


3680 


4046 
8666 


3210 
2120 


8760 

1770 


8810 

1510 


4 X3 XH 

A 


11 10 
: 28 


lly<>0 
7846 


6060 
3080 


8866 

8616 


8870 

I860 


8886 

1570 


1880 

1310 


1700 
1120 


3KX8 


10.20 
5.40 

9.40 
4.90 


11680 
7706 

8100 
4400 


5840 
3850 

4050 
8800 


2576 

2700 
1460 


1810 

2030 
1100 


1540 

1620 
880 


1866 

1350 
180 


1(170 
1160 


-"aXH 


1166 
886 


3 X1J 


6.60 
4.50 

5.90 
4.10 


6200 
030 

3960 


3100 
2160 

1980 
1861 


8086 

1440 

1886 
880 


1550 
1686 

990 
690 


1240 
860 


1030 

720 


880 


U 


...... 

460 


400 



I or lengths to the right of heavy lines th<- defleotaOO will be 

greater khan A inch. 



( h i . \ .. • I 01 i i- ii T • R <> i k \" i w Y .. R K 



DATA-BUILDINGS AND B R I D G E S 112? 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 

SHORT LEG VERTICAL 

| For safe loads and deflections under various systems 

■■■• of loading, see explanation. 





Size of 




Distance between Supports 


in Feet 






Angle, 
Inches 


8 


9 


10 


11 


12 


13 


14 


15 


8 


X6 XYi 
% 
Yi 

XVAXYs 
Yi 

Ys 

X4 XYs 
H 

Ys 

xmxY* 

Yl 
Ys 

X4 XM 

Ys 

xmxYz 


9230 
7830 
6380 


8200 
6960 
5670 


7380 
6260 
5100 


6710 
5690 
4640 

1910 
1570 
1270 

2460 
2020 
1550 

1880 
1550 
1190 

1970 
1520 


6150 
5220 
4250 


5680 
4820 
3920 


5270 
4470 
3640 


4920 
4170 
3400 


7 


2630 
2160 
1740 


2340 
1920 
1550 

3010 
2470 
1900 

2300 
1890 
1460 

2410 
1860 

1850 
1210 


2100 
1730 
1390 

2700 
2220 
1?10 

2070 
1700 
1310 

2170 
1670 

1660 
1090 


1750 
1440 
1160 

2250 
1850 
1430 

1720 

1420 
1090 

1810 
1390 

1390 
910 


1620 
1330 
1070 

2080 
1710 
1320 

1590 
1310 
1010 

1670 
1290 

1280 
840 


1500 
1230 
990 

1930 
1590 
1220 

1480 
1210 
940 

1550 
1200 

1190 

780 


1400 
1150 
930 


G 


3380 
2770 
2140 


1800 
1480 
1140 


6 


2580 
2120 
1640 


1380 
1130 
870 


5 


2710 
2090 


1450 
1120 


5 


2080 
1360 


1510 
990 




5 


X3 XH 


1530 
1000 


1360 
890 


1220 
800 


1110 
730 


1020 

670 


940 
620 


870 
570 




4^X3 XY2 

16 


1510 
1010 


1340 
900 


1210 

810 


1100 
730 


1010 
670 


930 
620 


860 
570 




4 


XW2XY2 

X6 


2020 
1320 


1800 
1180 


1620 
1060 


1470 
960 


1350 

880 


1240 
820 


1160 
760 




4 


X3 XYi 

ixz XYi 
Y± 


1490 
980 

1460 
960 


1320 

870 

1300 

860 


1190 

780 


1080 
710 

1060 
700 


990 
650 

970 
640 


910 
600 

900 
590 


850 
560 

830 
550 




a* 


1170 
770 




& 


iX2Y2XY2 
X 

XIY2XYS 
Yi 

X2 XYs 

H 


1010 
550' 

770 
540 

500 
350 


900 
490 

690 
.„J80. 

440 
310 


810 
440 

620 
430 

400 
280 


740 
400 

560 
390 

360 
250 


680 
370 

520 
360 

330 
230 
















8 
















a 

























For lengths to the right of heavy lines the deflection will be 
greater than 3^ inch. 

For lengths to the right of the dotted line the deflection will be 
greater than % inch. 



Chicago — Joseph T. Ryerson & Son — New York 



1128 D A T A — BUI L 1> I X G S A N D 15 K I D G E S 

STANDARD STEEL TEES 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 



Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of tee. 



T 



NEUTRAL AXIS PARALLEL TO FLANGE 

For safe loads and deflections under various systems 
of loading, see explanation. 



T 



Size op 

Tee 

Flange bt 

Stem 

FXS 



5 X3 
5 X2.4 
4HX3>i 
4.4X3 

4HX2U 

4 Xo 

4 X4U 

4 X4 



4 X3 
4 XV i 
4 X2 
3HX4 
3HX3 

3 X4 
3 X3H 
3 X3 



Wt. 
per 
Foot 



13.4 
10.9 

15.; 



9.2 
7.8 

15 3 
11.9 

14 4 

11 2 

16 9 
13 5 
12.4 
10.5 

9.2 

7.8 

8.5 
7.8 
12.6 



8 5 
7.5 

11 7 
9.2 

10.8 

9.9 

6.7 
5.7 



Thickness 
at Edge 



Flange Stem 



Distance between Supports in Feet 



12580 

9160 

22710 

10020 
8620 

6930 



4580 

11350 

5010 
4310 

3460 



33060 16530 
25910 12950 



27190 
10450 

27720 
21546 
30680 
17490 

9380 
7670 

6610 
5860 

4260 
MM 

21110 
16530 

12050 
8880 

7680 

20690 
18740 

15890 

12900 

11730 
9170 
7890 
6610 



13590 

5220 



10770 
10290 

8740 

4690 
3830 

3300 

2930 

2130 

ID 10 

10550 



4690 
3840 

10340 
8370 

7940 
6450 

5860 
4580 
3940 
3300 



4190 3140 

3050 2290 

7570 5670 

3340 2500 
2870 2150 

2310|1730 

1990 1490 



883016470 

90606790 
3480 2610 

9240 6930 
7180 5380 
6880 5140 

5830 4370 

3120 2340 
25501910 

220o!l650 
1950 1480 



142H 
12Ui 



1080 

noo 



7030 5270 
5510 4130 



4010 
3120 
2560 

6890 
1880 

am 

4300 

1810 

3050 



3010 
2340 
1880 

5170 
4180 

8970 

2930 
2290 
1970 

1650 



2510 

1830 

4540 

2000 
1720 



1520 
3780 



1 - 



179O|1570 1390 
1300'll40 1010 
3240|2S30 MM 



1380:1150 
1190 



1870 143o 1250 1110 
1450 I23C 1070 950 



6610 

5180 

5430 



5540 
4300 



4110 3430 



5510 
4310 

4530 

1740 

4620 
3590 



2910 

1560 

1270 

1100 930 

878 no 



3490 

1870 
1530 

1320 

U7o 

850 
7M 



4220 3510;3010 

MltjMM 
1870 1560 
1530 1280 



990 800 770 
850 740 660 



3670 



4720 
3700 

3880 
1490 

3960 
3070 
2940 
2490 

1340 



710 600 
600 510 



4130 
3340 

3170 



3440 
87M 

2640 
2150 



4130 

3231) 

3390 

1300 



3480 

2690 
2570 
2180 

1170 



K) 950 

no 



530 
456 

MM 

2060 

1720 1.500 
1340 1170 
1080 960 

2090 



K'io 1520 
1570 1310 
1820 1100 



2950 
MM 

1840 



1670 
1310 
1120 
940 



1980 
1610 

MM 

114H 

880 



10 



1250 
910 

2270 

1000 
860 

690 

590 

3300 
2590 

2710 
1040 

2770 
2150 

2050 
1740 

930 
760 

660 
580 

420 



3020 

1160 

3080 
2390 
2M0 
1940 

1040 
850 

730 
650 

470 
400 

2340 2110 
1830 1650 

1330 1200 

1040 930 

850 760 

2290 
1860 

IVM 

1430 



1070 
1580 

. (MO 

1300 1170 

870 780 

730 6<-o 



1 <>r lengths to flu- right of heavy lines the ihtlection will be greater 
thun x \ inch. 



(.' n i » \ .: " Joseph T. k v i r 



I So N V I w Y . > R k 



DATA 



BUILDINGS AND li R I D G E S 1139 



STANDARD STEEL TEES 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of tee. 



T 



NEUTRAL AXIS PARALLEL TO FLANGE 

For safe loads and deflections under various systems 
of loading, see explanation. 



T 



Size op 

Tee 

Flange by 

Stem 
FXS 


Wt. 
per 
Foot 


Thickness 
at Edge 


Distance between Supports in Feet 


Flange 


Stem 


1 


2 


3 


4 


5 


6 


7 


8 


9 


10 


3 X2V 2 


7.1 
6.1 
5.0 


A 




6390 
5540 
4790 


3190 
2770 
2390 


2130 
1840 
1590 


1590 
1380 
1190 


1270 
1100 
950 


1060 
920 

790 


910 

790 
680 


790 
690 
590 


710 
610 
530 


630 
550 
470 


2^X3 


7.1 
6.1 


% 
A 




9270 
8100 


4630 
4050 


3090 
2700 


2310 
2020 


1850 
1620 


1540 
1350 


1320 
1150 


1150 
1010 


1030 
900 


920 
810 


2V 2 X2¥ 2 


6.4 
5.5 


H 

A 


% 

5 
16 


6500 
5540 


3250 
2770 


2160 
1840 


1620 
1380 


1300 
1100 


1080 
920 


920 
790 


810 
690 


720 
610 


650 
550 


2HX2 


4.8 


A 


A 


3410 


1750 


1130 


850 


680 


560 


480 


420 


370 


340 


2MX1M 


3.9 


H 


K 


2020 


1010 


670 


500 


400 


330 


280 


250 


220 


200 


2^X1H 


2.8 


A 


A 


850 


420 


280 


210 


170 


140 


120 


100 


90 


80 


2XX2K 


4.9 
4.1 


A 

A 




4470 
3410 


2230 
1700 


1490 
1130 


1110 
850 


890 
680 


740 
560 


630 
480 


550 
420 


490 
370 


440 
340 


2 X2 


4.3 
3.5 


A 

H 




3510 
2660 


1750 
1330 


1170 
880 


870 
660 


700 
530 


580 
440 


500 
380 


430 
330 


390 
290 


350 
260 


2 Xl^ 


3.09 


A 


^ 


1590 


790 


530 


390 


310 


260 


220 


190 


170 


150 


1HX1H 


3.09 
2.33 


H 

16 


» 

A 


2020 
1380 


1010 
690 


670 
460 


500 
340 


400 
270 


330 
230 


280 
190 


250 
170 


220 
150 


200 
130 


VAX2 


2.45 


A 


A 


2040 


1020 


680 


510 


400 


340 


290 


250 


220 


200 


mxv4 


2.47 
1.94 


H 

A 


J4 
A 


1490 
1170 


740 
580 


490 
390 


370 
290 


290 
230 


240 
190 


210 
160 


180 
140 


160 
130 


140 
110 


IHX1H 


1.25 


H 


J^ 


510 


250 


170 


120 


100 


80 


70 


60 


50 


50 


vaxva 


2.02 
1.59 
1.09 

1.37 
0.97 

1.53 
1.25 

0.89 

0.73 
0.61 
0.50 
0.34 


I 

y% 

A 

X 

H 
A 

Vs 

H 

X 
X 
X 


A 

16 

X A 
A 

3^ 
J^ 
Vs 
A 


1060 
740 
420 

620 
390 

630 
500 
360 

280 
200 
120 
40 


530 
370 
210 

310 
190 

310 
250 
180 

140 
100 
60 
20 


350 

240 
140 

200 
130 

210 
160 
120 

90 
60 
40 


260 
180 
100 

150 
90 

150 
120 
90 

70 
50 
30 


210 

140 
80 

120 
70 

120 
100 
70 

50 
40 


170 
120 
70 

100 
60 

100 
80 
60 

40 


150 
100 
60 

80 
50 

90 
70 
50 


130 
90 
50 

70 


110 

80 


100 

70 


IHXIH 












1 XI 
























J4X % 








HX % 










HX H 












HX V> 



































For lengths to the right of heavy lines the deflection will be greater 
than yq inch. 



Chicago — Joseph T. Ryerson & Son — New York 



1130 DATA— BUILDINGS AND BRIDGES 

SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL PLATE GIRDERS 





















s 

a 

s 
5 




*1 


r 


8 | | 

£ fi | 

- 1 v 

r £ x 

x ^ ^ 




11 IT s \ * 

: : * X 

^ «* «=> 


9 




J 


iL 


So X X 

M C^ 1(5 




JIL 


£ £ £ 


5 
S 



8 

$ 

.a 


V* v^ 


v^ W 


1 

IjiJ 

_ 

a 


i 

a 

'Z 




iplj 


w 

a 


1 

i 


Increase in Safe 

Load for jV 

Increase in 
Thickness of 
Flange Plates 


Increase in Weight 

of Oirder for A* 

Increase in 

Thickness of 

Flange Plates 


20 


126.24 


1.77 


5.90 


.05 


187.74 


2.72 


8.25 


.06 


21 


120.23 


1.85 


5.63 


.05 


178.80 


2.84 


7 85 


.06 


22 


114.76 


MIL' 


5.37 


.06 


170.67 


2.95 


7.49 


.07 


23 


109.77 


2.04 


5.14 


.06 


163.12 


1.12 


7.17 


.07 


24 


105.20 


2.17 


4.93 


.06 


156.45 


3.24 


6.86 


.07 


IT, 


100.99 


2.19 


4.73 


.06 


150.19 


3.36 


6 50 


07 


26 


97.10 


2.26 


4.55 


.07 


144.41 


\ is 


6.34 


IIS 


27 


93.51 


2.34 


1.37 


.07 


139.06 


3.50 


6 11 


(is 


28 


90.17 


2 41 


4 21 


07 


134.10 


3 71 


5 88 


lis 


20 


87.06 


2.53 


4 07 


07 


129 47 


; 38 


5 60 


00 


30 


si it; 


2«0 


3 '.il 


OS 


125 16 


4 (X) 


:» 5 1 


00 


u 


81. h 


2 68 


3 81 


OS 


121 12 


4.12 


5 32 


00 


32 


78.30 


•_' 7fi 


:; 60 


Os 


117.33 


4.23 


5 16 


10 


:;:; 


76 81 


2 82 


.; 58 


OS 


113.78 


\ 35 


5 (HI 


10 


34 


74 26 


2 80 


:; 17 


.09 


110.43 


l 47 


1 85 


.10 


36 


72 l:: 


2 98 


3.37 


.09 


107.28 


1 50 


4.71 


10 


36 


70 13 


3.09 


3.27 


09 


104.30 


L76 


1 58 


11 


37 


68 23 


3.16 


3.18 


00 


101 l^ 


t s: 


1 16 


.11 




66 11 


3 24 


3.10 


.10 


98 81 


1 -..!• 


4 32 


.11 


30 


64 7 1 


3 31 


3 03 


.10 


96 27 


') 11 


4 21 


.12 


10 


63.12 


.; 30 


2 96 


.10 


99 s: 


:» 23 


4 12 


12 



Tin- above valnei en founded oa the nvuente of inertia of the ■ 

lining :i 111:1x111111111 tilxr .-train Oi 1 • *> . « H M I pound- | <r -|uare inch for steel; [| inch 

rivet holee ia l»>th Ba&gee dedueted. Weegati of tjfdan oorreepond t" lengths 

OBBtet tO c.-ntiT of l>< arings and ineludr rivet heodo, lliffOBfm ami tiller- 



( 11 



I 



I 



RYIIIOI I So N \ f u Y 1 • k k 



D A T A 



BUILDINGS AND BRIDGES 1131 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL PLATE GIRDERS 





















so 




1 


If 


TO 

w TO 

Ph a> < 




1 


: ^ 


3 8 
1 t 


05 

CQ 








f s x 




i 






93 

5 * 


1 




J 


L 


2 J* >< 

c £J io 




J 


i 

x 


loo X 

w\ CO 

X x 


I 














o> 
O 
aT 

D 

a 

& 
.a 
Q 


Safe Load, 

Including Weight 

of Girder, 

Tons 




Increase in bate 

Load for it" 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 

of Girder for t"g" 

Increase in 

Thickness of 

Flange Plates 


Safe Load, 

Including Weight 

of Girder, 

Tons 


i 

.a 


Increase in bate 

Load for T V 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 

of Girder for -fa" 

Increase in 

Thickness of 

Flange Plates 


20 


99.91 


1.62 


4.92 


.05 


112.87 


1.70 


5.41 


.05 


21 


95.15 


1.69 


4.67 


.05 


107.49 


1.77 


5.13 


.05 


22 


90.82 


1.76 


4.46 


.06 


102.60 


1.84 


4.90 


.06 


23 


86.87 


1.86 


4.26 


.06 


98.14 


1.95 


.4.68 


.06 


24 


83.25 


1.93 


4.08 


.06 


94.05 


2.02 


4.48 


.06 


25 


79.92 


2.01 


3.92 


.06 


90.29 


2.09 


4.31 


.06 


26 


76.85 


2.07 


3.77 


.07 


86.82 


2.17 


4.14 


.07 


27 


74.00 


2.14 


3.63 


.07 


83. W 


2.24 


3.99 


.07 


28 


71.36 


2.21 


3.50 


.07 


80.63 


2.31 


3.85 


.07 


29 


68.90 


2.31 


3.38 


.07 


77.84 


2.42 


3.71 


.07 


30 


66.60 


2.38 


3.27 


.08 


75.24 


2.49 


3.59 


.08 


31 


64.45 


2.45 


3.17 


.08 


72.82 


2.56 


3.48 


.08 


32 


62.44 


2.52 


3.07 


.08 


70.55 


2.64 


3.37 


.08 


33 


60.55 


2.59 


2.97 


.08 


68.41 


2.71 


3.26 


.08 


34 


58.77 


2.66 


2.87 


.09 


66.40 


2.78 


3.16 


.09 


35 


57.08 


2.73 


2.79 


.09 


64.49 


2.85 


3.07 


.09 


36 


55.50 


2.83 


2.72 


.09 


62.70 


2.96 


2.99 


.09 


37 


54.00 


2.90 


2.65 


.09 


61.01 


3.03 


2.91 


.09 


38 


52.58 


2.97 


2.58 


.10 


59.40 


3.11 


2.84 


.10 


39 


51.23 


3.04 


2.52 


.10 


57.88 


3.18 


2.77 


.10 


40 


49.95 


3.11 


2.46 


.10 


56.43 


3.25 


2.70 


.10 



The above values are founded on the moments of inertia of the sections 
using a maximum fiber strain of 16,000 pounds per square inch for steel; H inch 
rivet holes in both flanges deducted. Weights of girders correspond to lengths 
center to center of bearings and include rivet heads, stiffeners and fillers. 



Chicago — Joseph T. Rverson & Son — New York 



113» 1) A T A 



BUILDINGS AND BRIDGES 



SAFE LOADS 

IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL BOX GIRDERS 







^ 


r\ 














1 




11 




f 


8 3 8 
"5! J5 "3 
,3 E a 




11 


> < t 


8 
j3 


8 

1 1 

— * 












c^ ., •< 










E 


a 


1 




; 






■0 9 • 




i 






JD 


1 ^ 


B 
CQ 




| 






<* 1 X 










V 

^ 


- ** 


n 

a 




jl 




L 


^ j: ^ 
. x x 5 
8 a v 




i 


> < ) 


X 


'© •» 

CO 


■ 


■ u 






w 








V 

qT 
o 

c 

.9 
Q 


i 

Hi 

sir 


i 

si 

'25 


llJlJ 


illli 


. u 
73*8 ■-' 

5j5£ 


J 

o- 

b. c 

o o 

JS 

9 

'3 


■ 


If* a** 




" 


^ 




►S*^ 


c 


s= 


""* 


— ° 


20 


227.5 


2.92 


12.02 


.10 


355.0 


3.78 


19.43 


.13 


21 


216.7 


3.06 


12.30 


.11 


338.1 


3.95 


18.50 


.13 


22 


206.9 


3.19 


11.74 


.11 


322. S 


4.13 


17.66 


.14 


23 


197.9 


3.36 


11.23 


.12 


308.7 


4.34 


16.89 


.15 


24 


180.6 


3.49 


10.76 


.12 


296.0 


4.52 


16.19 


.15 


25 


182.0 


3.63 


10.33 


.13 


284.0 


4.69 


15.54 


.16 


26 


175.0 


3.76 


9.94 


.13 


273.1 4.87 


14.94 


.17 


27 


168.5 


3.89 


9.57. 


.14 


263.0 


5.04 


14.39 


. 17 


28 


162.6 


4.03 


9.22 


.11 


253.6 


5.21 


13.88 


IS 


29 


156.9 


4.15 


8.91 


. 15 


244.8 


5.43 


13 40 


.19 


30 


151.7 


4.33 


8.61 


.15 


236.7 


5.61 


12.95 


.19 


31 


146.8 


4.45 


8.33 


.16 


229.0 


5.78 


12.53 


.20 


32 


142.2 


4.60 


8 07 


.16 


221.9 


5.95 


12.14 


.20 


33 


137.9 


4.74 


7.83 


. 17 


215. 2 


6.12 


11.77 


.21 


34 


133.8 


4.87 


7.60 


.17 


208.8 


6.29 


11 43 




M 


130.0 


5 00 


7.38 


.IS 


202.9 


6.47 


11.10 


:■: 


36 


126.1 


5.17 


7.17 


is 


197.2 


6.69 


10 .79 


. 23 


37 


123.0 


5.31 


6.98 


.19 


191.9 


ii 86 


10.50 


24 


38 


110.7 


5.44 


6 so 


.19 


186 8 


6 94 


10.22 


.24 


30 1K». 7 


6 58 


6.62 


.20 


182 1 


7.20 


9.96 




H 113.8 


5 71 


6 46 


JO 


177.5 


7.38 


9 71 


.26 



The above vdn>- M* t ■ »»inilt-«l mi thfl moments of inertia of the mtfoM 
ttfing a maximum liber strain of 1C.,(MM> pound* p<r .s.pian- inch for steel; [J inch 
n\ i-t hotel in both flanges d -ducted. Weight! of glide**! correspond to lengths 
Oe&tef to center of bearing I nd include rivet head*. .-tifTeners and fillers. 



C it I ( \ «; i, ■ - Joil r ii 



K V I K 



B Son • N 1 W York 



DATA— BUILDINGS AND BRIDGES 113J 

SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL BOX GIRDERS 















«% 


/v 








1 

« 




^1 

! 


> < 


i 


tn S 
rt J3 
S Ph < 

•s a Sfe 

£ § X 

. X f> x 




11 


■ 'If 


! 

i 

X 


s s 

3 i 

Ph << 
1 & 

J X 

% 1 

X x 

b ^ 






i 


> ( 


>: 


b X &, 

w &, 3: 

i-H CO 




Jl 


' 1 


CO 

CO 


o 


\s 


\j 


u 


v./ 






0> 

o 

a 
ca 
tn 

a 


Safe Load, 

Including Weight 

of Girder, 

Tons 


•a 

•53 


Increase in Safe 

Load for t$" 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 

of Girder for jfe" 

Increase in 

Thickness of 

Flange Plates 


Safe Load, 

Including Weight 

of Girder, 

Tons 


.a 

2s 

'v 


Increase in Safe 

Load for tj" 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 
of Girder for fg u 

Increase in 
in Thickness of 
Flange Plates 


20 


120.00 


2.13 


7.04 


.07 


160.2 


! 2.44 


9.54 


.09 


21 


114.28 


2.23 


6.70 


.07 


152.6 


2.55 


9.08 




09 


22 


109.09 


2.32 


6.40 


:o8 


145.6 


» 2.66 


8.67 




09 


23 


104.34 


2.45 


6.12 


.08 


139.5 


2.80 


8.29 




10 


24 


100.00 


2.54 


5.86 


.08 


133. £ 


2.91 


7.95 




10 


25 


96.00 


2.64 


5.63 


.09 


128.2 


3.03 


7.63 




11 


26 


92.30 


2.74 


5.41 


.09 


123.2 


3.14 


7.34 




11 


27 


88.88 


2.83 


5.21 


.09 


118.7 


3.25 


7.07 




12 


28 


85.71 


2.93 


5.03 


.10 


114.4 


t 3.36 


6.82 




12 


29 


82.76 


3.06 


4.85 


.10 


110. £ 


3.50 


6.58 




12 


30 


80.00 


3.16 


4.69 


.10 


106.8 


! 3.61 


6.36 




13 


31 


77.42 


3.25 


4.54 


.11 


103. £ 


3.72 


6.15 




13 


32 


75.00 


3.35 


4.40 


.11 


100.1 


3.83 


5.96 




14 


33 


72.72 


3.50 


4.26 


.11 


97.1 


3.95 


5.78 




14 


34 


70.59 


3.54 


4.14 


.12 


94.2 


! 4.06 


5.60 




14 


35 


68.57 


3.64 


4.02 


.12 


M.jE 


» 4.17 


5.44 




15 


36 


66.66 


3.76 


3.91 


.12 


89. C 


► 4.31 


5.29 




15 


37 


64.86 


3.86 


3.80 


.13 


86.6 


i 4.41 


5.14 




16 


38 


63.16 


3.95 


3.70 


.13 


84.5 


► 4.53 


5.01 




16 


39 


61.54 


4.05 


3.61 


.13 


82.1 


4.65 


4.88 




17 


40 


60.00 


4.15 


3.52 


.14 


80.1 


4.76 


4.77 




17 



The above values are founded on the moments of inertia of the sections 
using a maximum fiber strain of 16,000 pounds per square inch for steel; H inch 
rivet holes in both flanges deducted. Weights of girders correspond to lengths 
center to center of bearings and include rivet heads, stiffeners and fillers. 



Chicago — Joseph T. Ryerson & Son — New York 



113-1 I' A I A 



BUILDINGS AND 15 K 1 I) G E S 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 





COMPOSED OF TWO STEEL BEAMS 


» AND TWO 1« 


r x 


' i 


STEEL PLATES 




■ % : 

H T 




ij 

- \ 

If 


IM 8" Mj 







a 








HS8 


-- n 


* 8 4^ 


M 


~g 










^8 






Q 


| 
Ml 

J 


i 

I 

eg 

u. a 

a a 

B 


g«o*S f 

it 


5$ ° 

-- t : ;. 
■a a a - 

svaK 

3*.9 


2 

Ha 

a 


i 

*C 3 

9 
"I 




IS 

-" - 1 

«< — 


IS 

5 


12 


183.0 


2563 


4.36 


8.00 


256.6 


21)23 


5.23 


9.58 


82 


13 


168. <S 


2777 


4.02 


7.38 


236. S 


31(17 


1 s:} 


8.84 


88 


14 


156.8 


2090 


3.74 


6.85 


219.9 


3410 


4 48 


8 21 


95 


i:. 


146.4 


3204 


3.48 


6.40 


205.2 


3654 


1 is 


7.66 


102 


16 


137.2 


3418 


3.26 


6.00 


192.4 


3898 


3 92 


7 is 


109 


17 


129.2 


3631 


3.02 


5.64 


181.1 


4141 


3.70 


6.76 


116 


IS 


122.0 


3845 


2.90 


5.33 


171 


4385 


3 19 


6.39 


122 


19 


115.5 


4058 


2.76 


5.05 


162.1 


4628 


3 30 


6.05 


129 


20 


109.8 


4272 


2.62 


4.80 


153.9 


ls7_- 


3.14 


5 7."> 


136 


-1 


104.5 


I486 


2 50 


4.56 


146.6 


5116 


2.99 


5. 17 


143 


no 


99.8 


4699 


3.38 


4.36 


139.9 


5359 


2.85 




150 


23 


95. t 


4913 


2.28 


4.17 


133.9 


5603 


2.73 


5.00 


156 


2 I 


91.5 


5126 


2.18 


4.00 


128.3 


5846 


2.61 


4.79 


163 


'-'"> 


87.8 


5340 


2.08 


3 B4 


123.1 


6090 


2 51 


4.60 


170 


26 


84.4 


5554 


2.00 


3.69 


lis } 


6334 


2 41 


1 12 


177 




81.3 


5767 


1 92 


3.55 


114 


6577 


2.32 


1 25 


184 


28 


78.4 


5981 


1 86 


3. (3 


109 9 


6821 


2 24 


4 10 


190 


9 


75 7 


6194 


1 80 


3 31 


106 1 


7064 


2.16 


:; 96 


197 


30 


7:; 2 


(ill IS 


1 71 


:: 20 


102 (i 


7308 


2 06 




201 


:;i 


7() 8 6622 


1 lis 


3 09 


99.3 


7552 


2 02 


8 71 


211 


32 


68 6 6835 


1 62 


3 oo 


96 2 


7795 


1 96 


3 69 


218 


38 


66 5 


7049 


1 58 


2 '.11 


93.3 


8039 


1 90 


8 is 


221 


34 


t;i 6 


7262 


1 52 


2 82 


90.5 


8282 


l 86 




231 


36 


62.7 


7 176 


1 Hi 


2.74 


88.0 


8526 


1 79 








61.0 


7690 


1 10 


2.66 


s:> 6 


8770 


1 71 


8.19 


948 


37 


66 3 


7903 


i :;s 


2 59 


83.2 


9013 


1.70 


3 10 


282 


38 


57 7 


8117 


i 86 




si o 


9257 


1 ftf 


8 02 


258 



Above valUM an baaed OO maximum fiber strain of 10,000 pounds 

per eojuare inch, fj inch rival bolei deducted. Weights correspond 

to length. center to ee nt ef of bearings. 



Cmicai I 



K v 1 1 



\ I M Y m R K 



DATA— BUILDINGS AND BRIDGES 1119 

STANDARD STEEL CHANNELS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 



Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 




12 


c 






10 


' I 




Supports 

in 

Feet 


40 
Pounds 


30 
Pounds 


20^ 
Pounds 


D 


35 
Pounds 


25 
Pounds 


15 
Pounds 


D 


10 


35010 


28740 


22780 


.14 


24640 


19410 


14270 


.17 


11 
12 


31830 
29180 


26120 
23950 


20700 
18980 


.17 
.20 


22400 
20530 


17640 
16170 


12970 
11890 


.20 
.24 


13 
14 


26930 
25010 


22110 
20530 


17520 
16270 


.23 

.27 


18950 
17600 


14930 
13860 


10980 
10190 


.28 
.32 


15 

16 


23340 
21880 


19160 
17960 


15180 
14230 


.31 
.35 


16430 
15400 


12940 
12130 


9510 
8920 


.37 
.42 


17 

18 


20600 
19450 


16900 
15970 


13400 
12650 


.40 
.45 


14490 
13690 


11420 
10780 


8390 
7930 


.48 
.54 


19 

20 


18430 
17510 

16670 
15910 


15120 
14370 

13680 
13060 


11990 
11390 

10850 
10350 


.50 
.55 

.61 

.67 


12970 
12320 


10220 
9700 


7510 
7130 


.60 
.66 


21 
22 


11730 
11200 


9240 
8820 


6790 
6490 


.73 
.80 


23 
24 


15220 
14590 


12490 
11970 


9900 
9490 


.73 
.79 

.85 
.93 


10710 
10270 

9860 
9480 


8440 
8090 

7750 
7460 


6200 
5940 

5710 
5490 


.88 
.95 


25 
26 


14000 
13470 


11490 
11050 


9110 
8760 


1.03 
1.12 


27 
28 


12970 
12500 


10640 
10260 


8440 
8130 


1.01 
1.09 


9130 
8800 


7190 
6930 


5280 
5100 


1.21 
1.30 


29 
30 


12070 
11670 


9910 
9580 


7850 
7590 


1.16 
1.24 


8500 
8210 


6690 
6470 


4920 
4760 


1.39 
1.49 



For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago — Joseph T. Ryerson & Son — New York 



1120 Li A J A 



B U 1 L D I N G S AND BRIDGES 



STANDARD STEEL CHANNELS 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads arc figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 
Between 


V i 


8' [ 


7' [ 


Supports 

in 

Feet 


25 
Pounds 


I8H 

Pounds 


D 


21', 
Pounds 


UK 

Pounds 


D 


19\, 
Pounds 


9 3 „ 
Pounds 


D 


3 
4 


83790 
55860 
41900 


56080 
37390 
28040 


.004 

.01 

.03 


63680 
42450 
31840 


43070 
28710 
21530 


.005 

.01 

.03 


50550 
33700 

252S0 


32130 
21420 
16070 


.01 
.02 
.04 


5 

6 


33520 
27930 


22430 
18690 


.05 
.07 


25170 
21230 


17230 
14360 


.05 
07 


20220 
16850 


12850 
10710 


.06 
.09 


7 
8 


23940 
20950 


16020 
14O20 


.09 
.12 


18200 
15920 


12310 
10770 


.10 
.13 


14440 
12640 


9180 
8030 


.12 
.15 


1 

10 


18620 
16760 


12460 
11220 


.15 
.18 


14150 
12740 


9570 
8610 


.17 
.21 


11230 
10110 


7140 
6430 


.19 
.24 


11 
12 


15240 
13970 


10200 
9350 


.21 
.26 


11580 
10610 


7830 
7180 


.25 
.30 


9190 
8430 


5840 
5360 


.29 
.34 


13 

11 


12890 
11970 

11170 
10470 

9860 
9310 


8630 
8010 

7480 

7010 

6600 
6230 


.31 
.36 

.41 
.47 

53 
.60 

.66 
.74 


9800 
9100 

8490 
7960 


6630 
6150 

5740 
5380 


.35 
.41 

.47 
.53 

.60 

.67 

.75 
.83 


7780 
7220 


4940 
4590 


.40 
.40 


15 
16 


6740 
6320 

5950 
5620 

532H 
5060 


4280 

4020 

3780 
3570 

3380 
3210 


.53 
.61 


17 

18 


7490 
7080 

6700 
6370 


5070 
4790 

4530 
4310 


.68 

77 


1!) 
20 


8820 
8380 


5900 
5610 


.95 


21 

n 


7980 
7620 


5340 
5100 


.81 

BO 


MOT) 

5790 


4UH) 
3920 


91 
1 01 


4810 

4600 


3060 


1 n 

1 14 


a 

.■I 


7SM 

6980 


MM 
ftSTQ 


'.17 
1.06 


5540 

.Villi 


1750 
KM 


1 09 
1 19 


121(1 


I7M 
MM 


i M 


if 


gfflO 

8440 

6200 


MM 

4310 
4150 


1 15 

1 24 
1 34 


MM 


MM 


I 29 


4040 




1 17 


n 





























For safe loads below heavy lines the deflection will be greater 
thftfl the allowable limit for plaster ceiling. 



c ii i « \ .. i i i r ii I . Ryiiioi I Son N B * V K k 



DATA 



BUILDINGS AND BRIDGES 1131 



STANDARD STEEL CHANNELS 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of channel. 



[ 



D=the deflection in inches under the safe load. 

For safe loads and deflections under various systems 
of loading, see explanation. 



] 



Distance 
Between 


6' t 


5'£ 


4' I 


3' t 


Supports 

in 

Feet 


15^ 
Pounds 


8 
Pounds 


D 


ny 2 

Pounds 


Pounds 


D 


5M 
Pounds 


D 


4 
Pounds 


D 


2 
3 
4 

5 

6 


34720 
23140 
17360 

13890 
11570 

9920 
8680 

7720 
6940 

6310 
5790 


23100 
15400 
11550 

9240 
7700 

6600 
5780 

5130 
4620 

4200 
3850 


.01 
.02 
.04 

.07 
.10 

.14 

.18 

.22 

.28 

.33 
.40 

.47 
.54 

.62 
.71 

.79 

.89 

1.00 
1.10 

1.22 
1.34 

1.45 


22190 
14790 
11100 

8880 
7400 

6340 
5550 

4930 
4440 


15820 
10540 
7910 

6330 
5270 

4520 
3960 

3520 
3160 


.01 
.03 
.05 

.08 
.12 

.16 
.21 

.27 
.33 

.40 
.48 

.56 

.65 

.74 

.85 

.96 
1.C7 

1.20 
1.32 

1.45 


10110 
6770 
5060 

4050 
3370 

2890 
2530 


.02 
.04 
.07 

.10 
.15 

.20 
.26 

.34 
.41 

.50 
.59 

.70 
.81 

.93 
1.06 

1.20 
1.34 

1.49 


5810 
3870 
2910 

2330 
1940 


.02 
.05 
.09 

.14 

.20 


7 

8 


1660 
1450 

1290 
1160 

1060 
970 

890 
830 

780 
730 

680 
650 


.27 
.35 


9 
10 


2250 
2020 

1840 
1690 

1560 
1440 

1350 
1260 

1190 
1120 

1060 


.45 
.55 


11 

12 


4040 
3700 

3410 
3170 

2960 
2770 

2610 
2470 

2340 
2220 

2110 


2880 
2640 

2430 
2260 

2110 
1980 

1860 
1760 

1670 
1580 


.67 

.80 


13 
14 

15 
16 

17 

18 

19 


5340 
4960 

4630 
4340 

4080 
3860 

3650 
3470 

3310 
3160 

3020 


3550 
3300 

3080 
2890 

2720 
2570 

2430 
2310 

2200 
2100 


.93 

1.08 

1.24 
1.41 

1.60 
1.79 


20 






21 










22 










23 
















24 
















25 






















26 






















27 













































For safe loads below heavy lines the deflection will be greater 
than the allowable limit for plaster ceiling. 



Chicago — Joseph T . R y e r s o n & Son — New York 



1122 D A T A — BUILDINGS AND BRIDGES 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORML/ DISTRIBUTED 

FOR EQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



NEUTRAL AXIS PARALLEL TO EITHER LEG 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Size of 


Weight 

Foot 




Distance between Stpports in 


Feet 




Angle, 
Inches 


1 


2 


3 


4 


•-» 


6 


7 


8 X8 XI 

H 


51.00 
45.00 
38.90 
32.70 
26 40 


89240 


B6840 

74740 

649S0 
54940 
44620 


86100 

49840 
43320 
36620 
29760 


42120 
37370 
32490 
27470 
22310 


33700 
29900 

25990 
21980 
17850 


88080 
24920 

21660 
18310 

14.^0 


24070 

18570 
15700 
1876 1 


6 X6 X li 

H 


33.10 
28.70 
24 20 

19.60 
14 '.hi 


81440 
71180 
60340 
49220 
37640 


40720 
35540 
30170 
24610 

18820 


27150 
23690 
•20120 
16400 
12550 


2O360 
17770 
16090 
12300 

'.'110 


16290 
14220 

12070 

8840 

7530 


13570 
11850 
10060 


11680 

10150 


5 X5 X M 


20 00 
16 M 
12 30 


48320 
41140 
83660 
25830 


24160 
20570 

16830 
12910 


16100 
13710 

11220 
8610 


12080 
IQ280 
B410 

6460 


9660 
8830 
6730 

5170 


6860 
5610 

4310 


6900 
8880 

4810 
3690 


4 X4 X M 

1 -• 

A 


15.70 
12.80, 
9.80 
8.20 


25620 

21060 
16240 

13740 


12810 
10530 
8120 
6870 


8540 
7020 
5420 
4580 


6410 
5270 
4060 
3430 


5130 
4210 
3250 
2750 


4270 
3510 

2710 


3660 

30 10 

1960 


3HX3! 2 X ', 


11.10 
8.50 
5.80 

9.40 
7.20 
10 
4.90 


15880 
12280 
8640 

11440 
8830 
7560 
616C 


7940 
6140 
4320 

SIM 
4440 
8770 

3080 


5290 
4100 
2880 

3810 
2960 
2510 
2050 


3970 
2160 

2860 
2220 
1890 
1540 


8180 

24 CO 
1720 
22' -o 
1780 
1510 


2850 
1440 

1910 

1480 

1030 


2270 
1700 
1230 


3 X3 X '.. 

h 

' i 


1080 

127o 
1080 


- iX .'•_; 
A 


8.50 
5.60 
3.39 


9480 

K2S0 

3060 


4740 
3140 
1970 


3160 
2090 
1310 


8370 
1570 

880 


1800 
1260 


1680 

1050 
660 




A 


I (17 

5 30 


6060 

1810 

2600 


8080 
1610 

8410 

1300 


2010 
1080 

1610 
870 


1610 
B10 

1210 


1210 

960 
680 


1010 

640 


I0Q 


A 


us 


880 


2 X2 X \ 

A 


4.70 
2.44 


3740 


1870 
L080 


1250 
680 


860 

510 


610 


880 

340 


860 
880 



For lengths to the right of heavy lines the deflection will he 
greater tli.'ui \ inch. 



CHlCAi I ' !• ii I • K \ i k 



N i w V 



D A T A - R U I L n I N G S AND BRIDGES 1 123 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR EQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



NEUTRAL AXIS PARALLEL TO EITHER LEG 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Size of 




Distance 


BETWEEN 


Supports in Feet 






Angle, 
Inches 


8 


9 


10 


11 


12 


13 


14 


15 


8 X8 XI 

Vs 
Yk 


21060 
1S690 
16250 
13740 
11160 

10180 
8890 
7540 
6150 
4700 

6040 
5140 

4210 
3230 


18720 
16610 
14440 
12210 
9920 

9050 
7900 
6710 
5470 
4180 


16850 
14950 
13000 
10990 
8930 


15320 

13590 
11820 
9990 
8110 


14040 
12460 
10830 
9160 
7440 

6790 
5920 
5030 
4100 
3140 

4020 
3430 
2800 
2150 


12960 
11500 
10000 
8450 
6870 

6260- 
5470 
4640 
3790 
2900 


12030 
10680 
9280 
7850 
6380 

5820 
5080 
4310 
3520 
2690 


11230 
9970 
8660 
7330 
5950 


6 X 6X % 

Y 

% 


8140 
7110 
6030 
4920 
3760 

4830 
4110 
3370 
2580 

2560 
2110 
1620 
1370 


7400 
6460 
5490 
4470 
3420 

4390 
3740 
3060 
2350 

2330 
1910 
1480 
1250 


5430 
4740 
4020 
32S0 
2510 


5 X5 X % 

Vs 

y 2 

Vs 


5360 
4570 
3740 
2870 

2850 
2340 
1810 
1530 

1760 
1370 
960 

1270 
990 
840 
680 


3710 
3160 
2590 
1990 

1970 
1620 
1250 
1060 

1220 
950 
660 


3450 
2940 
2400 
1850 

1830 
1500 
1160 
980 

1130 

880 
610 


3220 
2740 
2240 
1720 


4 X4 X % 

Yi 

I 


3200 
2630 
2030 
1720 

1980 
1540 
1080 

1430 
1110 
940 
770 

1190 
790 
490 

760 
400 


2140 
1760 
1350 
1140 

1320 
1020 
720 

950 
740 
630 
510 

790 
520 
330 

500 
270 

400 
220 


1710 

1400 
1080 
920 


3MX3>2X Yi 

Vs 
Y 

3 X3 X Yi 


1590 
1230 
860 

1140 
890 
750 
620 

950 
630 
390 

600 
320 

480 

260 

370 
200 


1440 
1120 

780 

1040 
810 
690 
560 

860 
570 
360 

550 
290 

440 
240 


1060 
820 
570 


% 








_«- 








H 








2*iX2%X Yi 


1050 
700 
440 

670 
360 

540 
290 

420 

230 








Tg 








T6 








2YX2YX Vs 








A 








2YX2YX n 


600 
320 

470 
250 














2 X2 X Vs 

_3_ 































For lengths to the right of heavy lines the deflection will be 
greater than y& inch. 

For lengths to the right of the dotted line the deflection will be 
greater than % inch. 



Chicago — Joseph T. Ryerson & Son — New York 



1124 1) A T A— BUILDINGS A N D B RIDGES 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



LONG LEG VERTICAL 

For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Sue of 


Weight 
per 
Foot 




Distance between Supports in 


Feet 




Angle, 
Inches 


1 


2 


3 


4 


5 


6 


7 


8 xe XH 
W 
H 


33.80 
28.50 
23.00 


'" 85480' 


62220 
52620 
42740 


41480 
35080 
28490 


31110 
26310 
21370 


24890 
21050 
17090 


20740 
17540 
14250 


17770 
15040 
12210 


7 XV'X** 

H 
H 


21 00 
17 00 
13.00 


74280 
60560 
46180 


37140 
30280 
23090 


24760 
20180 
15390 


18570 
15140 
11540 


14850 
12120 
9230 


12380 
10100 
7690 


10610 
8650 
6590 


6 X4 X 5 » 

H 


20.00 
16 20 
12 30 


56640 
46240 
3.5400 


28320 
23120 
17700 


18880 
15410 
11800 


14160 
11560 
8850 


11330 
9250 
7080 


9440 
7710 
5900 


8090 
6600 
5060 


6 XtHXH 

H 

6 s 


18.90 
15 30 
11.70 


5.5340 
45200 
34600 


27670 
22600 
17300 


18450 
15060 
11540 


13840 
11300 
8650 


11070 
9040 
6920 


9220 
7530 
5770 


7910 
6460 
4940 


5 X4 XH 

U 


14.50 
11.00 


32.560 
25000 


16280 
12500 


10850 
8330 


8140 
6250 


6510 
5000 


5430 
4170 


4650 
3570 


5 X3'iX'j 

A 


13 60 
8.70 


31860 
20640 


15930 
10320 


10620 
6880 


7960 
5160 


6370 
4130 


5310 
3440 


4550 
2950 


5 X3 XH 

A 


12 80 
8.20 


31020 
20120 


15510 
10160 


10340 
6710 


7760 
5030 


6210 
4020 


5170 
3350 


4430 
2870 


4HX3 XH 
n 


11 90 
7.70 


25320 
16420 


12660 
8210 


8440 
5470 


6330 
4100 


5060 
3280 


4220 
2730 


3620 

2340 


4 XSKXH 
A 


11 90 

7.70 


20640 
13480 


10320 
6740 


6880 
4490 


5160 
3370 


4130 
2690 


3440 
22.50 


2950 

MM 


4 X3 XH 

A 


11.10 
7.20 


20140 
13160 


10070 
6580 


6710 
4390 


5040 
3290 


4030 
2630 


3360 
2190 


1880 


3',X3 XH 

H 


10 20 
5 40 


15500 
8420 


7750 
4210 


5170 
2800 


3880 
2100 


3100 
1680 


MM 

1400 


MM 

1MB 


tHXtj 


9.40 
4.90 

6 60 
4.50 


15060 
8040 

8640 
5980 


7530 
4020 

4320 
2990 


5020 
2680 

2880 
2000 


3760 
2010 

2160 
1500 


3010 
1610 

1730 
1200 


2510 
1340 

1440 
1000 


21.50 
1 MO 


3 X2HXH 

H 


1230 
Ml 


3 X2 XH 

'4 


5 90 

4 10 


8340 

:,7.mi 


4170 

MM 


2780 
1930 


2080 
1440 


1670 
IM 


im 

964) 


IM 



For lengths to the right of heavy lines the deflection will he 
Kr«:ticr th:m t \ inch. 



t' RICA <: I 



R Y K R ^ 



ft S c v - N l« York 



DATA— BUILDINGS AND BRIDGES 1125 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 



L 



LONG LEG VERTICAL 



For safe loads and deflections under various systems 
of loading, see explanation. 



J 



Sue of 






Distance 


BETWEEN 


Supports 


in Feet 






Angle, 
Inches 


8 


9 


10 


11 


12 


13 


14 


15 


8 X6 XH 

H 

H 


15550 
13150 
10680 

9280 
7570 
5770 

7080 
5780 
4420 


13820 
11690 
9500 

8250 
6730 
5130 

6290 
5140 
3930 


12440 
10520 
8550 

7430 
6060 
4610 


11310 

9570 
7770 


1O370 
8770 
7120 

6190 
5050 
3840 

4720 
3850 
2950 


9570 
8090 
6570 

5710 
4660 
3550 

4360 
3560 
2720 


8880 
7510 
6100 

5310 
4330 
3290 


8290 
7010 
5700 


7 XVAXH 
H 


6750 
5510 
4190 

5150 
4200 
3220 


4950 
4040 
3070 


6 X4 XH 

H 


5660 
4620 
3540 


4050 
3300 
2530 


3780 
3080 
2360 


e XW2 h 


6920 
5650 
4330 

4070 
3120 


6150 
5020 
3850 


5530 
4520 
3460 

3260 

2500 


5030 
4110 
3150 

2960 
2270 


4610 
3770 

2880 

2710 
2080 


4260 
3480 
2660 


3950 
3230 
2470 

2330 
1790 


3690 
3010 
2310 


5 X4 XYi 

H 


3620 
2780 


2500 
1920 


2170 
1670 


5 X&AXVi 

16 


3980 
2580 


3540 
2290 


3190 
2060 


2900 
1880 


2650 
1720 


2450 
1590 


2280 
1470 


2120 
1380 


5 X3 XVi 
■h 


3880 
2520 

3170 
2050 


3450 
2240 

2810 
1820 

2290 
1500 


3100 
2010 

2530 
1640 

2060 
1350 


2820 
1830 

2300 
1490 

1880 
1220 


2590 
1680 


2390 
1550 

1950 
1260 

1590 
1040 


2220 
1440 

1810 
1170 

1470 
960 


2070 
1340 


4MX3 XV2 


2110 
1360 

1720 
1120 


1690 
1090 


4 X3HXH 

s 

16 


2580 
1680 


1380 
900 


4 X3 XVt 

5 

16 


2520 
1640 


2240 
1460 


2010 
1320 


1830 
1200 


1680 
1100 


1550 
1010 


1440 
940 


1340 
880 


3^X3 xy 2 


1940 
1050 


1720 
930 


1550 
840 


1410 
760 


1290 
700 


1190 
640 


1110 
600 


1030 
560 




1880 
1010 

1080 
750 


1670 
890 

960 
670 


1510 

800 


1370 
730 

790 
540 


1250 
670 

720 
500 


1160 
620 

660 
460 


1080 
570 

. 620 
430 


1000 
540 


3 X2AXH 


860 
600 




3 X2 XH 


1040 
720 


930 
640 


830 
580 


760 
530 


690 
480 








X 

















For lengths to the right of heavy lines the deflection will be 
greater than ^ inch. 

For lengths to the right of the dotted line the deflection will be 
greater than Y% inch. 



Chicago — Joseph T. Ryerson & Son — New York 



ll«6 DA i A 



BUILDINGS A ND B R I D G K S 



STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 

SHORT LEG VERTICAL 

For safe loads and deflections under various systems 
of loading, see explanation. 



•Siie of 
Angle. 
Inches 


Weight 
l5>t 




DlBTANC ■ BKTWKKN Si PP0RT8 IN 


hat 




1 


2 


3 


4 


5 


6 


7 


8 X6 X 3 4 

N 


33.80 
28.50 
23.00 


73840 
62680 
55080 


36920 
31340 
27540 


24610 
20890 
18360 


18460 
16670 

12770 


14770 
12530 
10210 


12310 
10440 
8510 


10550 
8950 
7290 


7 X3»-,X 5 x 


21.00 
17.00 
13.00 


21040 
17280 
13970 


10520 
8640 
6980 


7010 
5760 
4650 


5260 
4320 
3490 


4210 
3460 

2 7! id 


3510 

2S.MI 

2320 


3010 

2470 
1990 


6 X4 X 5 h 


20.00 
16.20 
12.30 


27040 
22200 
17100 


13520 
11100 
8550 


9020 
74(H) 
5700 


6760 
5550 
4280 


5410 
4440 
3420 


4510 

3700 
2850 


3860 
8170 

2440 


G XV-,X b H 


18.90 
16.30 

11 70 


20680 
17000 
13140 


10340 
8500 
6670 


6890 
5670 
1380 


5170 
4860 
8880 


4140 
3400 
2630 


3450 
2830 
2190 


2950 
2430 
1880 


5 X4 XM 


14.50 
11.00 


21720 
16740 


10860 
8370 


724D 
6680 


5430 
4180 


4340 
3350 


3620 
2790 


3100 
8880 


5 X3 


13.60 
8.70 


16640 
10900 


8320 

5451) 


6660 

3830 


4160 

2720 


3330 
2180 


2770 
1880 


2380 
1680 


5 X3 

A 


12.80 
8.20 


12220 
8040 


6110 

4020 


4070 
2680 


3060 
2010 


2440 

1610 


2040 
1840 


1768 
1160 


A 


11.90 
7.70 


12080 

Sltk; 


6040 

4050 


4020 
271 hi 


2020 


2410 
1680 


2olo 
1860 


1720 
1160 


4 X3j 


11 N 
7.70 


16180 
10600 


B060 
6800 


6880 


4(M0 
8880 


8848 

2120 


8708 

177o 


2310 
1610 


4 X3 

A 


11 10 

7 SO 


11000 
7840 


6860 

.{'.CD 


3960 

2', Id 


8870 

1960 


8888 

1670 


1980 
1810 


17(H) 
1120 


V.,y:: 


10.20 
5.40 

9.40 
4.90 


11680 
7700 

8100 
4400 


5840 
8880 

4060 
8800 


3900 

2:. 7(i 

27ih> 
1460 


2920 
I860 

8880 

1100 


2340 
1540 

1620 

888 


1950 

1880 

1350 
780 


1670 
1100 


H 


1166 

880 


3 X-' 


6 60 
4.50 

5.90 
4 10 


6200 
4320 

3960 
6780 


3100 
2160 

1980 
1390 


2060 
1440 

1888 

920 


1550 
1080 

990 
690 


1240 

888 

790 
550 


1030 

720 


SMI 

680 


1 X2 XH 


880 

460 


170 

680 



I it lengths to the right of heavy lino the deflection will be 
greater than , ^ inch. 



( H i . - . I 01 i f ii 



R y I k 



\ l \\ Y <> R K 



DATA — BUILD TNCrS AND B R I D C E S 1127 

STANDARD STEEL ANGLES 

SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

FOR UNEQUAL LEG ANGLES 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of angle. 

SHORT LEG VERTICAL 

For safe loads and deflections under various systems 
of loading, see explanation. 





Size of 




Distance between Supports 


in Feet 






Angle, 
Inches 


8 


9 


10 


11 


12 


13 


14 15 


8 


X6 XU 

y* 

xvaxYs 
H 

% 

X4 X% 

H 

% 

XWiXYi 

X4 xy 2 

XWzXK 


9230 
7830 
6380 


8200 
6960 
5670 


7380 
6260 
5100 


6710 
5690 
4640 

1910 
1570 
1270 

2460 
2020 
1550 

1880 
1550 
1190 

1970 
1520 


6150 
5220 
4250 


5680 
4820 
3920 


5270 
4470 
3640 


4920 
4170 
3400 


7 


2630 
2160 
1740 


2340 
1920 
1550 

3010 
2470 
1900 

2300 
1890 
1460 

2410 
1860 

1850 
1210 


2100 
1730 
1390 

2700 
2220 
1710 

2070 
1700 
1310 

2170 
1670 

1660 
1090 


1750 
1440 
1160 

2250 
1850 
1430 

1720 
1420 
1090 

1810 
1390 

1390 
910 


1620 
1330 
1070 

2080 
1710 
1320 

1590 
1310 
1010 

1670 
1290 

1280 
840 


1500 
1230 
990 

1930 
1590 
1220 

1480 
1210 
940 

1550 
1200 

1190 
780 


1400 
1150 
930 


6 


3380 
2770 
2140 


1800 
1480 
1140 


6 


2580 
2120 
1640 


1380 
1130 
870 


5 


2710 
2090 


1450 
1120 


5 


2080 
1360 


1510 
990 




r> 


x3 xy 2 


1530 
1000 


1360 
890 


1220 
800 


1110 

730 


1020 
670 


940 
620 


870 
570 




4HX3 XVz 


1510 
1010 


1340 
900 


1210 
810 


1100 
730 


1010 
670 


930 
620 


860 
570 




4 


xvixy 

s 

16 


2020 
1320 


1800 
1180 


1620 
1060 


1470 
960 


1350 

880 


1240 
820 


1160 
760 




4 


x3 xy 2 

A 
3X3 XH 

H 


1490 
980 

1460 
960 


1320 
870 

1300 
860 


1190 

780 


1080 
710 

1060 
700 


990 
650 

970 
640 


910 
600 

900 
590 


850 
560 

830 
550 




SJ 


1170 
770 




V 


ix2y 2 xyz 
X2y 2 xy 8 

X2 XY% 
H 


1010 
550 

770 
540 

500 
350 


900 
490 

690 
: <480 

440 
310 


810 
440 

620 
430 

400 
280 


740 
400 

560 
390 

360 
250 


680 
370 

520 
360 

330 
230 
















3 
















3 

























For lengths to the right of heavy lines the deflection will be 
greater than t$ inch. 

For lengths to the right of the dotted line the deflection will be 
greater than Y% inch. 



Chicago — Joseph T. Ryerson & Son — Jew York 



1128 O A T A 



B U I L D I N G S AND U R I D G E S 



STANDARD STEEL TEES 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of tee. 



T 



NEUTRAL AXIS PARALLEL TO FLANGE 

For safe loads and deflections under various systems 
of loading, see explanation. 



T 



Sizk or 

Tee 

Flange bt 

Stem 

FXS 


Wt. 
per 
Foot 


Thickness 
at Edge 


Distance between Supports in Feet 


Flange 


Stem 


1 2 


3 


4 


5 


6 


7 j 8 


9 


10 


5 X3 


13 4 


M 


H 


12880 HM 


4190 


3140 


2510 


2090 


1790 1570 


1390 


1250 


5 X24 


10.9 


% 


A 


9160 


4580 


3050 


2290 


1830 


1520 


1300 1140 


1010 


910 


4HX3>$ 


15.7 

9.8 
8.4 


A 


H 

H 

A 


22710 

10020 
8620 


11350 

5010 
4310 


7570 

3340 
2870 


5670 

2500 
2150 


4540 

2000 
1720 


3780 


3240|2830 


2520 

1110 
M 


2270 


4HX3 


1670 
1450 


1430 1250 
LM 1070 


1000 
860 


4HX2H 


9.2 

7.8 

15.3 

ii « 


S 

K 


3 s 

A 

Vi 
H 


6930 3460 
5970 2980 

33060 16530 
2591012950 


2310 
1990 

11020 
8630 


1730 
1490 

8260 
6470 


1380 
1190 

6610 
5180 


1150 
M 

5510 
4310 


990 

S50 


860 
740 


770 
660 

3070 
2870 


690 
590 


4 X5 


4720 
3700 


4130 
3230 


3300 
2590 


4 X4H 


14 4 
11 2 




6 » 


27190 
10450 


13590 
5220 


9060 
3480 


6790 

2610 


5430 
2090 


4530 
1740 


3880 
1490 


3390 

1300 


3020 
1160 


2710 
1040 


4 X4 


16.9 
13 5 
12.4 
10.5 


A 

H 


H 
H 

A 
H 


27720 
21546 
20580 
17490 


13860 
10770 
10290 
8740 


9240 
7180 
6860 
5830 


6930 
5380 

5140 
4370 


5540 
4300 
4110 
3490 


4620 
3590 
3430 
2910 


3960 
3070 
2940 
2490 


3460 
2090 

2570 
2180 


3080 
2390 

22m > 
1940 


2770 
2150 
2ti50 
1740 


4 X3 


9.2 
7.8 


H 
A 


H 
A 


9380 

7670 


4690 
3830 


3120 
2550 


2340 
1910 


1870 
1530 


1560 
1270 


1340 

1090 


1170 
950 


1040 
850 


930 
760 


4 X2'-j 


8.5 
7.2 


k 


H 
A 


6610 
5860 


3300 
2930 


2200 
1950 


1650 
1460 


1320 
1170 


1100 
070 


930 
830 


820 
730 


730 
650 


660 

5*0 


4 X2 


7.8 

6.7 

12.6 
9.8 


- 

A 

H 
H 


8 

8 


4200 

3620 

21110 
16530 


2130 
1810 

10550 
8260 


1420 
1200 

7030 
5510 


1060 
900 

.5270 
4130 


850 

72(1 

4880 

3300 


710 
600 


600 
510 


530 

450 

2630 
2060 


470 
400 

2340 
1830 


420 
360 


3HX4 


3510 
2750 


3010 

2380 


2110 
1650 




10.8 
B S 

7.5 


A 


A 


12050 
9380 
7680 


6020 
4090 
MO 


4010 
8180 
MO 


3010 
2840 

1920 


2410 
1870 

1530 


2000 
1500 
IM 


1720 
1340 
1090 


1.500 

1170 

M 


1330 
1040 
850 


1200 
930 
M 


3 X4 


117 

9 2 


H 


': 


20690 
1G740 


10840 

8870 


6890 
5580 


5170 
4180 


4130 
MO 


3440 
8790 


MO 

MO 


MO 


MO 

1860 


2060 

l»i7o 


3 X3H 


in B 

8.5 


h 


8 


15890 
12900 


7940 
MM 


MO 
MO 


5870 
M0 


1170 


MO 

2150 


2270 
1840 


19SO 

Kiln 


1760 

1430 


IM 

1290 


3 X3 


1 D 

7.8 
6.7 
5.7 




A 

H 


11730 
9170 
7890 
M10 


MO 
4680 
M0 
MO 


MO 

MO 


MO 
2290 
1970 

'"■•" 


MO 
1830 
1570 


IM 

1520 
1310 

1100 


1070 

1310 
1190 

<J40 


1400 
1140 


1300 
1130 
870 
730 


1170 

91d 
7ni 
M 



For lengths to the right of hruvy lines the deflection will be greater 
th:ui |' 4 inch. 

c " it i t v < . ■ . Jonri i . Rtiiiom ft Son N i w 



DATA— BUILDINGS AND BRIDGES 1129 

STANDARD STEEL TEES 
SAFE LOADS IN POUNDS UNIFORMLY DISTRIBUTED 

Safe loads are figured for a fiber stress of 16,000 pounds per 
square inch, and include the weight of tee. 



T 



NEUTRAL AXIS PARALLEL TO FLANGE 

For safe loads and deflections under various systems 
of loading, see explanation. 



T 



Size of 

Tee 

Flange by 

Stem 
FXS 


Wt. 
per 
Foot 


Thickness 
at Edge 


Distance between Supports in Feet 


Flange 


Stem 


1 


2 


3 


4 


5 


6 


7 


8 


9 


10 


3 X2A 


7.1 
6.1 
5.0 


N 

A 

A 


A 
A 
A 


6390 
5540 
4790 


3190 
2770 
2390 


2130 
1840 
1590 


1590 
1380 
1190 


1270 
1100 
950 


1060 
920 
790 


910 
790 
680 


790 
690 
590 


710 
610 
530 


630 
550 
470 


2AXZ 


7.1 
6.1 


A 
A 


A 

16 


9270 
8100 


4630 
4050 


3090 
2700 


2310 
2020 


1850 
1620 


1540 
1350 


1320 
1150 


1150 
1010 


1030 
900 


920 
810 


2y 2 x2y 2 


6.4 
5.5 


H 
A 


A 
A 


6500 
5540 


3250 
2770 


2160 
1840 


1620 
1380 


1300 
1100 


1080 
920 


920 
790 


810 
690 


720 
610 


650 
550 


2V 2 X2 


4.8 


A 


A 


3410 


1750 


1130 


850 


680 


560 


480 


420 


370 


340 


2y 2 xm 


3.9 


A 


A 


2020 


1010 


670 


500 


400 


330 


280 


250 


220 


200 


2AXIA 


2.8 


16 


A 


850 


420 


280 


210 


170 


140 


120 


100 


90 


80 


2AX2A 


4.9 
4.1 


A 

A 


A 

A 


4470 
3410 


2230 
1700 


1490 
1130 


1110 
850 


890 
680 


740 
560 


630 
480 


550 
420 


490 
370 


440 
340 


2 X2 


4.3 
3.5 


A 

A 


A 

A 


3510 
2660 


1750 
1330 


1170 
880 


870 
660 


700 
530 


580 
440 


500 
380 


430 
330 


390 
290 


350 
260 


2 x\y 2 


3.09 


A 


A 


1590 


790 


530 


390 


310 


260 


220 


190 


170 


150 


mxm 


3.09 
2.33 


A 

16 


A 
A 


2020 
1380 


1010 
690 


670 
460 


500 
340 


400 
270 


330 
230 


280 
190 


250 

170 


220 
150 


200 
130 


VAX2 


2.45 


A 


A 


2040 


1020 


680 


510 


400 


340 


290 


250 


220 


200 


mx\y 2 


2.47 
1.94 


A 
A 


A 
A 


1490 
1170 


740 
580 


490 
390 


370 
290 


290 
230 


240 
190 


210 
160 


180 
140 


160 
130 


140 
110 


iaxia 


1.25 


A 


A 


510 


250 


170 


120 


100 


80 


70 


60 


50 


50 


IAXIA 


2.02 
1.59 
1.09 


I 

A 


A 
A 
A 


1060 
740 
420 


530 
370 
210 


350 
240 
140 


260 
180 
100 


210 
140 
80 


170 
120 
70 


150 
100 
60 


130 
90 
50 


110 

80 


100 
70 


iaxia 


1.37 

0.97 

1.53 
1.25 
0.89 

0.73 
0.61 
0.50 
0.34 


A 
A 

A 
A 

A 

A 
A. 

A 
A 


A 

A 

A 
A 

A 

A 
A 
A 
A 


620 
390 

630 
500 
360 

280 
200 
120 
40 


310 

190 

310 
250 
180 

140 
100 
60 
20 


200 
130 

210 
160 
120 

90 
60 
40 


150 
90 

.150 
120 

90 

70 
50 
30 


120 
70 

120 
100 
70 

50 

40 


100 
60 

100 
80 
60 

40 


80 
50 

90 
70 
50 


70 












1 XI 
























7 AX Vs 








MX H 










5 AX A 












AX A 

































For lengths to the right of heavy lines the deflection will be greater 



Chicago — Joseph T. Ryerson & Son — New York 



1130 



DATA— BUILDINGS 



\ \ n BRIDG 



SAFE LOADS 

IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL PLATE GIRDERS 







r* s\ 








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120.23 


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5.63 


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114.76 


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The a)' anded an the momenta of inertia of the - 

uning u maximum fiber strain <>f ln.tHxt poundi per -'l":^ r '• Inch for it e el ; \\ inch 

nv. t bolM in Ih.iIi iMfjM ded gbti of f if dC M OMfWUOBjd t>> length* 

. <-iit«-r to (•••nt<T of beeiinfji :m<i Include nvit bend*, itiiTenen Mid tiller*. 



(HI. 



i it T 



l\ V t i 



N I \v Y 



DATA— BUILDINGS AND BRIDGES 1131 

SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL PLATE GIRDERS 















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fajD 

'8 


a* 2 8 S « 


b/3-C <*_ to 

at; a c^ 

2 o> a? ~ as 
IS ||J 

»5^ 


i 

03.2O&H 

a 


I 


-ji kg ° -2 

a si |s 

rili 


"° t-i a "S 

i-hPi 

|-8 fa 


20 


99.91 


1.62 


4.92 


.05 


112.87 : 


L.70 


5.41 


.05 


21 


95.15 


1.69 


4.67 


.05 


107.49 : 


1.77 


5.13 


. .05 


22 


90.82 


1.76 


4.46 


.06 


102.60 


L.84 


4.90 


.06 


23 


86.87 


1.86 


4.26 


.06 


98.14 ' 


1.95 


4.68 


.06 


24 


83.25 


1.93 


4.08 


.06 


94.05 I 


2.02 


4.48 


.06 


25 


79.92 


2.01 


3.92 


.06 


90.29 5 


2.09 


4.31 


.06 


26 


76.85 


2.07 


3.77 


.07 


86.82 J 


2.17 


4.14 


.07 


27 


74.00 


2.14 


3.63 


.07 


83.60 i 


2.24 


3.99 


.07 


28 


71.36 


2.21 


3.50 


.07 


80.63 1 


2.31 


3.85 


.07 


29 


68.90 


2.31 


3.38 


.07 


77.84 5 


2.42 


3.71 


.07 


30 


66.60 


2.38 


3.27 


.08 


75.24 \ 


2.49 


3.59 


.08 


31 


64.45 


2.45 


3.17 


.08 


72.82 5 


2.56 


3.48 


.08 


32 


62.44 


2.52 


3.07 


.08 


70.55 5 


2.64 


3.37 


.08 


33 


60.55 


2.59 


2.97 


.08 


68.41 : 


2.71 


3.26 


.08 


34 


58.77 


2.66 


2.87 


.09 


66.40 5 


2.78 


3.16 


.09 


35 


57.08 


2.73 


2.79 


.09 


64.49 5 


2.85 


3.07 


.09 


36 


55.50 


2.83 


2.72 


.09 


62.70 5 


2.96 


2.99 


.09 


37 


54.00 


2.90 


2.65 


.09 


61.01 : 


5.03 


2.91 


.09 


38 


52.58 


2.97 


2.58 


.10 


59.40 J 


5.11 


2.84 


.10 


39 


51.23 


3.04 


2.52 


.10 


57.88 : 


5.18 


2.77 


.10 


40 


49.95 


3.11 


2.46 


.10 


56.43 J 


5.25 


2.70 .10 



The above values are founded on the moments of inertia of the sections 
using a maximum fiber strain of 16,000 pounds per square inch for steel; H inch 
rivet holes in both flanges deducted. Weights of girders correspond to lengths 
center to center of bearings and include rivet heads, stiffeners and fillers. 



Chicago — Joseph T. Ryerson 



Son — New York 



1132 I i A T A 



BUILDINGS AND BRIDGES 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL BOX GIRDERS 







n 




n 














i 

a 

o3 

o 

- 

"o 

£ 

a 
- 




-£ 




r 

L 


■ I 1 

1 »S 1 

« a \p« 

f E X 
X L- Sg 

2 * 5 

CO <* trt. 






1 ' 2 

5 ft I 

a » 

== .s X 

--. r x 

-K V V 

. x x x 
5? b * 

C5 


■- 


■^ 






w 




oT 

3 
.a 

a 


o.SO 
SI'S 

5 

9 


i 

1 2s 

^: 
"3 
5= 


■ 

c t. o Sir 

Niii 


• J.s ° - 
s-Hs-iS 


_.££ 

■ 9bfr2 

X_r 6 
"3 

c 




-a 

v— c 

^= 
9 

'8 

5£ 


fell 

lilj! 

3 


1 * e = 9 

s - a = 

"7 c< 8 5 


20 


227 


5 2.92 


12.92 


.10 


355.0 


3.78 


19.43 


.11 


21 


216 


7 3 06 


12.30 


.11 


338.1 


3.95 


18.50 


.13 


22 


20ft 


9 3.19 


11.74 


.11 


322. 8 


4.13 


17.66 


.14 


23 


197 


9 3.36 


11.23 


12 


308.7 


4.34 


16.89 


.15 


24 


189 


6 3.49 


10.76 


.12 


296.0 


4.52 


16.19 


.15 


25 


182 


3.63 


10.3:3 


.13 


284.0 


4.69 


15.54 


.16 


26 


175 


3.76 


9.94 


.13 


273.1 4.87 


14.94 


.17 


27 


168 


5 3.89 


9.57 


.14 


263.0 


5.04 


14.39 


.17 


28 


162 


6 4.03 


9.22 


.14 


253.6 


5.21 


13.88 


18 


29 


156 


9 4.15 


8.91 


.15 


244.8 


5.43 


13.40 


.19 


30 


151 


7 1 33 


8.61 


.15 


236.7 


5.61 


12.95 


.19 


31 


146 


S 4.45 


8.33 


.16 


229.0 


5.78 


12.53 


.20 


32 


142 


2 4.60 


8.07 


.16 


221.9 


5.95 


12.14 


.20 


33 


137 


9 4.74 


7.83 


.17 


215.2 


6.12 


11.77 


.21 


34 


133 


s 1 s7 


7.60 


.17 


208.8 


6.29 


11.43 


.22 


38 


130 


5.00 


7.38 


.18 


202.9 


6.47 


11.10 




3ft 


126 


4 5.17 


7.17 


1^ 


197.2 


6.69 


10.79 


.23 


37 


123 


5.31 


6.08 


19 


191.1 


6 86 


10.50 


•J I 


38 


11!' 


7 5 44 


6.80 


19 


186 8 


ft 94 


10.22 


.24 


39 


116 


7 5.58 


6.62 


.20 


182 1 


7.20 


9.96 


. 25 


10 


113 


8 5.71 


6 W 


.20 


177 E 


7.3s 


9 71 


.26 



The above vilm-* MB founded on tin- momenta <»!' iu«-r« ia <>f the 

u-iriK :i minimum fil><r -train of Hi, (KM) pound-" jx-r ■( |MFH inch for Merl; H inch 
rivet holm in but )i Manges <1 -dueled. Wrights of *ji r<i«-r*» rorrr.sjxmd to lengths 
renter to cuter of bearings . ml in<lu< J«- rivet head-*, MiflYners and fillers. 



( n 1 ■ \ <■ ■ in I K Y II 



N k w York 



D A T A 



BUILDINGS AND BRIDGES 1133 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

STEEL BOX GIRDERS 















*» 


*\. 








.2 
o 

0) 




^1 


> < 


* 


CO S 

S -2 To 

1« c3 
-S CM < 

■s a k 

£ § X 

k ? ^ 

x $ X 




11 


> «ir 


Hi 

-8 | X 

^ £ x 

X * x 

fe Is 1 


«3 

3fe 




i 


> < 


i 


b X ^ 

« &, X 




Jl 


> 1 


G> 


v» 


u 


w 


u 


s 

o 

a? 
u 

B 
c3 

DO 

3 


Safe Load, 

Including Weight 

of Girder, 

Tons 


"S 
o g 

-a 


Increase in Safe 

Load for fg" 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 

of Girder for -£§" 

Increase in 

Thickness of 

Flange Plates 


Safe Load, 

Including Weight 

of Girder, 

Tons 


13 
.S3 

J3 

5g 
'3 


Increase in Safe 

Load for &" 

Increase in 

Thickness of 

Flange Plates 


Increase in Weight 
of Girder for -fa" 

Increase in 
in Thickness of 
Flange Plates 


20 


120.00 


2.13 


7.04 


.07 


160.2 


2.44 


9.54 


.09 


21 


114. 2S 


2.23 


6.70 


.07 


152.6 


► 2.55 


9.08 




09 


22 


109.08 


2.32 


6.40 


.08 


145.6 


► 2.66 


8.67 




09 


23 


104.34 


2.45 


6.12 


.08 


139.2 


2.80 


8.29 




10 


24 


100. OC 


2.54 


5.86 


.08 


133. £ 


2.91 


7.95 




10 


25 


96. 0C 


2.64 


5.63 


.09 


128.2 


! 3.03 


7.63 




11 


26 


92. 3C 


2.74 


5.41 


.09 


123.2 


! 3.14 


7.34 




11 


27 


88.88 


2.83 


5.21 


.09 


118.7 


3.25 


7.07 




12 


28 


85.71 


2.93 


5.03 


.10 


114.4 


[ 3.36 


6.82 




12 


29 


82.76 


3.06 


4.85 


.10 


110. £ 


3.50 


6.58 




12 


30 


80. 0C 


► 3.16 


4.69 


.10 


106. £ 


> 3.61 


6.36 




13 


31 


77.42 


3.25 


4.54 


.11 


103.2 


3.72 


6.15 




13 


32 


75. 0C 


3.35 


4.40 


.11 


100.1 


3.83 


5.96 




14 


33 


72.75 


3.50 


4.26 


.11 


97.1 


3.95 


5.78 




14 


34 


70. 5S 


3.54 


4.14 


.12 


94.2 


! 4.06 


5.60 




14 


35 


68.57 


3.64 


4.02 


.12 


91. Z 


» 4.17 


5.44 




15 


36 


66.66 


» 3.76 


3.91 


.12 


89. C 


> 4.31 


5.29 




15 


37 


64.86 


» 3.86 


3.80 


.13 


86.6 


> 4.41 


5.14 




16 


38 


63.16 


> 3.95 


3.70 


.13 


84.2 


► 4.53 


5.01 




16 


39 


61.54 


[ 4.05 


3.61 


.13 


82.1 


4.65 


4.88 




17 


40 


60.06 


> 4.15 


3.52 


.14 


80.1 


4.76 


4.77 




17 



The above values are founded on the moments of inertia of the sections 
using a maximum fiber strain of 16,000 pounds per square inch for steel; y£ inch 
rivet holes in both flanges deducted. Weights of girders correspond to lengths 
center to center of bearings and include rivet heads, stiffeners and fillers. 



Chicago — Joseph T. Ryerson & Son — New York 



1134 DA I A 



BUILDINGS AND li K 1 1) G E S 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 





COMPOSED OF TWO STEEL BEAMS 


AND TWO 1«" X 


V STEEL PLATES 


— -7 


PH 


*•% 


»MJ 


» 


I 


T 


f % 


?1 


M 


1 

u 




; ^ 


J* 


** *L 


-U. 


Ei 


- i 

a 

a 

Q 


2 

~ '-' ti 

2ie =^ - 

-J M.a § 
■k.s'o 

o 

a 


■ 

•a 

.a 

eg 

•_ a 
c a 
~ <P 
J= — 

M 

'8 

is 


00 <J 

7:-= | 

5 J 


oS~-§J 

<^-2 


9 
If* 

c 


■ 

■a 
.= 

si 

'33 


* J 


If! 

-sill 


s 

3 

-< 


12 


183.0 


2563 


4.36 


8.00 


256.6 


2923 


5.23 


9.58 


82 


13 


168.8 


2777 


4 02 


7.38 


236.8 


3167 


l 83 


8.84 


.ss 


n 


156.8 


2990 


3.74 


6.85 


219.9 


3410 


4.48 


8.21 


95 


].-> 


146.4 


3204 


3.48 


6.40 


205.2 


3654 


4.18 


7.66 


102 


1G 


137.2 


3418 


3.26 


6.00 


192.4 


3898 


3 92 


7.18 


10*. 1 


17 


120.2 


3631 


3.02 


5.64 


181.1 


4141 


3.70 


6.76 


116 


18 


122.0 


3845 


2.90 


5.33 


171.0 


43S5 


3.49 


6.39 


122 


19 


115.5 


4058 


2.76 


5.05 


162.1 


462S 


3.30 


6.05 


129 


20 


100.8 


4272 


2.62 


4.80 


153.9 


4872 


3.14 


5.75 


136 


21 


104.5 


4486 


2.50 


4.56 


146.6 


5116 


2.99 


5.47 


143 


22 


99.8 


4699 


3.38 


4.36 


139.9 


5359 


2.85 


5.22 


150 


23 


95.4 


4913 


2.28 


4 17 


133.9 


5603 


2 7:; 


5.00 


156 


21 


91.5 


5126 


2.18 


4.00 


128.3 


5846 


2 61 


1 7!> 


163 


25 


87.8 


5340 


2 OS 


3.84 


1 23 1 


6090 


2.51 


4 60 


170 


20 


84. \ 


555 1 


2 00 


:; 09 


lis 1 


6334 


2 41 


4.42 


177 


27 


81.3 


5767 


1.92 


3 55 


1110 


6577 


2.32 


l 25 


184 


28 


78.4 


5981 


1 si; 


3. 13 


109 9 


6821 


2 24 


4 io 


190 


29 


75 7 


6194 


1 s<) 


3.31 


lor, i 


7064 


2.16 


;; 96 


197 


30 


73.2 


UK IX 


1 74 


3.20 


102.6 


7308 


2 09 




204 


31 


70 B 


Hi 122 


1 lis 


3 09 


90.3 


7552 


2 02 


3.71 


211 


32 


c,s 6 


5835 


1.02 


3 00 


96.2 


7795 


1 96 


3 59 


21 s 


83 


66.5 


7019 


1 58 


2 91 


93.3 


8039 


l 90 


3 48 


22 1 


34 


.,1 


7 _'<;_> 


1 52 


2 82 


90.5 


8282 


1 86 


3.88 


2S1 






7i7<; 


1 w 


2.74 


88.0 




1 79 


2.28 


288 




61.0 


7690 


1 10 


2.66 


B6 5 


8770 


1 74 


3 19 


245 


37 


59 3 


7903 


1 :>s 


2 69 




9013 


1.70 


a io 




38 


57 7 


8117 


1 36 


2 52 


81 o 


9257 


1 65 


:; 02 


258 



Above values arc based on maximum filter strain of 16,000 pounds 
pel square inch, |,1 inch rivet holes deducted. Weights correspond 
U) length, center to center of bearings. 



Chicago } in i . Ryi 






Y M K k 



D A T A 



BUILDINGS AND BRIDGES 1135 



SAFE LOADS 
IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 



COMPOSED 


OF TWO 18' STEEL 


BEAMS AND TWO 


6 X ^4' STEEL PLATES 






i~ 7" -J 






►• W-A 






a> 


<u 

"a 
S 

si 


00 O 

S ° ** 
— o. 

1-8 

m a 

hi 






1-8 

02 d 

h& 


: : 

□ 




_d 

<D 

C3 

6 

J 8 


a 

9) 


d 9 










kJ 


* 






a 
1 
Q 


Safe Load 

eluding Weight 

of Girder, 

Tons 


S3 
■g 

O-g 
4i d 

•I 


Id to Safe Load 
iV' Increase in 
Thickness of 
Plates 


Safe Load 

eluding Weight 

of Girders, 

Tons 


S3 

.a 

o-g 

u- d 

.ss 


Add to Safe 
ad for 5 Pounds 
;rease in Weight 
of Beam 


o 
-a 
< 


° w 

3 
< 




a 


1 


<£ 


d 


s 


AS 






12 


162.6 


2712 


6.68 


151.3 


2352 


3.92 


6.68 


82 


13 


150.1 


2938 


6.17 


139.7 


2548 


3.62 


6.17 


88 


14 


139.4 


3164 


5.73 


129.7 


2744 


3.36 


5.73 


95 


15 


130.1 


3390 


5.35 


121.1 


2940 


3.14 


5.35 


102 


16 


121.9 


3616 


5.01 


113.5 


3136 


2.94 


5.01 


109 


17 


114.8 


3842 


4.72 


106.8 


3332 


2.77 


4.72 


116 


18 


108.4 


4068 


4.45 


100.9 


3528 


2.61 


4.45 


122 


19 


102.7 


4294 


4.22 


95.6 


3724 


2.47 


4.22 


129 


20 


97.5 


4520 


4.01 


90.8 


3920 


2.35 


4.01 


136 


21 


92.9 


4746 


3.82 


86.5 


4116 


2.24 


3.82 


143 


22 


88.7 


4972 


3.64 


81.7 


4312 


2.14 


3.64 


150 


23 


84.8 


5198 


3.49 


78.9 


4508 


2.04 


3.49 


156 


24 


81.3 


5424 


3.34 


75.7 


4704 


1.96 


3.34 


163 


25 


78.0 


5650 


3.21 


72.6 


4900 


1.88 


3.21 


170 


26 


75.0 


5876 


3.08 


69.8 


5096 


1.81 


3.08 


177 


27 


72.2 


6102 


2.97 


67.2 


5292 


1.74 


2.97 


184 


28 


69.7 


6328 


2.86 


64.8 


5488 


1.68 


2.86 


190 


29 


67.3 


6554 


2.76 


62.6 


5684 


1.62 


2.76 


197 


30 


65.0 


6780 


2.67 


* 60.5 


5880 


1.57 


2.67 


204 


31 


62.9 


7006 


2.58 


58.6 


6076 


1.52 


2.58 


211 


32 


61.0 


7232 


2.50 


56.7 


6272 


1.47 


2.50 


218 


33 


59.1 


7458 


2.43 


54.5 


6468 


1.42 


2.43 


224 


34 


57.4 


7684 


2.36 


53.4 


6664 


1.38 


2.36 


231 


35 


55.7 


7910 


2.29 


51.9 


6860 


1.34 


2.29 


238 


36 


54.2 


8136 


2.23 


50.4 


7056 


1.30 


2.23 


245 


37 


52.7 


8362 


2.17 


49.1 


7252 


1.26 


2.17 


252 


38 


51.3 


8588 


2.11 


47.8 


7448 


1.23 


2.11 


258 



Above values are based on maximum fiber strain of 16,000 pounds 
per square inch, fir inch rivet holes deducted. Weights correspond 
to length, center to center of bearings. 



Chicago — Joseph T. Ryerson 



Son — New York 



1136 DATA— BUILDINGS AND BRIDGES 

SAFE LOADS 

IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 



COMPOSED 


OF TWO 


1S W STEEL 


BEAMS AND TWO 14"x %" STEEL PLATES 






-. 0" --! 






r 6 *"-1 










1? wA 


! 


A 


l& -& 


■ H ■ 


— *- 


a 


i i 


o 

c 
■ 


2<2 


□ 


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94.3 


1746 


0.60 


111.0 


2 178 


3.03 


5.17 


72 


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87.1 


1891 


0.55 


102.4 


2359 


2.80 


I 77 


78 


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80.8 


2037 


0.51 


95.1 


2541 


2.60 


4.43 


84 


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75.5 


2182 


0.48 


88.8 


2722 


2.43 


4.13 


90 


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70.7 


2328 


0.45 


83.2 


2904 


2.27 


3.87 


96 


17 


66.6 


2473 


0.42 


78.3 


3085 


2 14 


3.65 


102 


18 


62.9 


2619 


0.40 


74.0 


3267 


2.02 


3.44 


108 


19 


59.6 


2764 


0.38 


70.1 


3448 


1.91 


3.26 


114 


20 


56.6 


2910 


0.36 


66.6 


3630 


1.82 


3.10 


120 


21 


53.9 


3055 


0.34 


63.4 


3811 


1.73 


2.95 


126 


22 


51.4 


3201 


0.33 


60.5 


3993 


1.65 


2.82 


132 


23 


49.2 


3346 


0.31 


57.9 


4174 


1.58 


2 70 


138 


24 


47.1 


3492 


0.30 


55.5 


4356 


1.51 


2.58 


144 


25 


45.3 


3637 


0.29 


52.2 


4537 


1.45 


2.48 


150 


26 


43.5 


3783 


0.28 


51.2 


4719 


1.40 


2.38 


156 


27 


41.9 


392S 


0.27 


49.3 


4900 


1.35 


2.29 


162 


28 


40.4 


4074 


0.26 


47.5 


5082 


1 30 


2.21 


168 


29 


39.0 


4219 


0.25 


46.1 


5263 


1.25 


2.14 


171 


.30 


37.7 


4365 


0.24 


44 4 


5 145 


1.21 


2.07 


180 


31 


36.5 


4510 


0.23 


42.9 


5626 


1.17 


2.00 


186 


32 


35.4 


4656 


0.22 


41.6 


5s0s 


1.13 


1.94 


192 


33 


34.3 


4801 


0.22 


40 3 


5989 


1 10 


1.88 


198 


34 


33.3 


4947 


21 


39.1 


6171 


1.07 


1.82 


204 


35 


32.^ 


5092 


20 


38.0 


6352 


1.04 


1.77 


210 


36 


31.4 


5238 


0.20 


37.0 


6534 


1.01 


1.72 


216 


37 


30.6 


5383 


0.19 


36.0 


('.715 


0.98 


1.67 


222 






5529 


0.19 


35 


6897 


0.95 


1 63 


22S 



Above values are based on maximum fiber strain of K*>,000 pounds 
per square inch, j$ inch rivet holes deducted. Weights correspond 
to length, center to center of bearings. 



< i : . x . rours T. Ryu Kit You 



DATA 



BUILDINGS AND BRIDGES 1137 



SAFE LOADS 

IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 



COMPOSED 


OF TWO 


12" STEEL 


BEAMS AND TWO 14"x^" STEEL PLATES 




^ 


fc~ 6" H 






r-6"H 












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4.47 


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54.2 


1464 


1.68 


60.2 


1685 


2.42 


4.12 


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1.57 


55.9 


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3.83 


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1.46 


52.1 


1944 


2.08 


3.57 


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44.0 


1802 


1.38 


48.9 


2074 


1.96 


3.35 


95 


17 


41.4 


1914 


1.30 


46.0 


2203 


1.86 


3.15 


101 


18 


39.1 


2027 


1.22 


43.5 


2333 


1.74 


2.98 


107 


19 


37.1 


2139 


1.14 


41.2 


2462 


1.66 


2.82 


113 


20 


35.2 


2252 


1.10 


39.1 


2592 


1.58 


2.68 


119 


21 


33.5 


2365 


1.04 


37.2 


2722 


1.50 


2.56 


125 


22 


32.0 


2477 


1.00 


35.5 


2851 


1.42 


2.44 


131 


23 


30.6 


2590 


0.96 


34.0 


2981 


1.38 


2.33 


137 


24 


29.3 


2702 


0.92 


32.6 


3110 


1.30 


2.24 


143 


25 


28.2 


2815 


0.87 


31.3 


3240 


1.26 


2.15 


149 


26 


27.1 


2928 


0.82 


30.1 


3370 


1.22 


2.06 


155 


27 


26.1 


3040 


0.78 


29.0 


3499 


1.16 


1.98 


161 


28 


25.1 


3153 


0.76 


27.9 


3629 


1.12 


1.91 


167 


29 


24.3 


3265 


0.74 


27.0 


3758 


1.08 


1.84 


173 


30 


23.5 


3378 


0:72 


26.1 


3888 


1.02 


1.78 


179 


31 


22.7 


3491 


0.70 


25.2 


4018 


1.00 


1.73 


184 


32 


22.0 


3603 


0.68 


24.4 


4147 


0.98 


1.68 


190 


33 


21.3 


3716 


0.66 


23.7 


4277 


0.96 


1.63 


196 


34 


20.7 


3828 


0.64 


23.0 


4406 


0.92 


1.58 


202 


35 


20.1 


3941 


0.62 


22.3 


4536 


0.90 


1.53 


208 


36 


19.5 


4054 


0.60 


21.7 


4666 


0.88 


1.49 


214 


37 


19.0 


4166 


0.58 


21.1 


4795 


0.86 


1.45 


220 


38 


18.5 


4279 


0.57 


20.6 


4925 


0.84 


1.41 


226 



Above values are based on maximum fiber strain of 16,000 pounds 
per square inch, ff inch rivet holes deducted. Weights correspond 
to length, center to center of bearings. 



Chicago — Joseph T. Ryerson 



Son — New York 



1138 D A T A 



BUlLUlMiS A N 1) 1) R ! 1) li E S 



SAFE LOADS 

IN TONS OF 2000 POUNDS UNIFORMLY DISTRIBUTED FOR 

BOX GIRDERS 

COMPOSED OF TWO to" STEEL BEAMS AND TWO 12"x \ •" STEEL PLATES 



*o 














1 


2-10* 


Steel Beams 


1 




2-12'X 


i ,- 




25 Pounds per Foot i 




Steel Hates 


3*** 
5 J 








X 






^2 


B 


-3 


| 




a J* 


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.S. 


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.9. a a 


5 

5 


Safe Loa< 
Including \V( 
of Girdei 
Tons 


as 

— a 

O 3 

1 


Add to Sa 

Load foi 

5 Pounds Inc 

in Weight 

Beam 


Add to Sa 

Load for i l « 

Increase i 

Thickness 

Plate 


Add to Wei 

of Girder f 

5 Pounds Inc 

in Weight 

Beam 


Add to We 

of Girder for 

Increase i 

Thickness 

Plata 


12 


40.0 


1114 


1.92 


2.89 


120 


61 


13 


36.9 


1206 


1.77 


2.67 


130 


66 


14 


34.3 


1299 


1.64 


2.48 


140 


71 


15 


32.0 


1392 


1.54 


1.31 


150 


77 


16 


30.0 


1485 


1.44 


1.16 


160 


82 


17 


28.2 


1578 


1.35 


1.04 


170 


87 


18 


26.7 


1670 


1.28 


1.93 


180 


92 


19 


25.3 


1763 


1.20 


1.82 


190 


97 


20 


24.0 


1S56 


1.14 


1.73 


200 


102 


21 


22.8 


1949 


1.09 


1.64 


210 


107 


22 


21.7 


2042 


1.04 


1.57 


220 


112 


23 


20.9 


2134 


1.00 


1.51 


2:30 


117 


24 


20.0 


2227 


0.96 


1.44 ' 


240 


1 22 


25 


19.2 


2320 


0.92 


1.39 


250 


128 


26 


18.5 


2413 


0.89 


1.33 


260 


133 


27 


17.8 


2506 


0.84 


1.28 


270 


138 


28 


17.1 


2598 


0.82 


1 24 


280 


143 


20 


16.5 


2601 


0.79 


1.19 


200 


148 


30 


16.0 


2784 


0.76 


1.16 


300 


153 


31 


15.5 


2877 


0.74 


1 12 


310 


158 


32 


15.0 


2970 


0.71 


1 08 


320 


163 


83 


li :» 


3062 


70 


1 04 


330 


168 


34 


14.1 


3155 


0.68 


1 02 


340 


173 


35 


13.7 


3248 


ii:. 


1 00 


350 


170 


36 


13 3 


3341 


0.64 


96 


360 


184 


87 


13.0 


3434 


ii 62 


ii 03 


370 


180 


3* 


L2 6 


3526 


(Ml 


ii xr, 


3x0 


194 



Above values are based on maximum fiber strain of 16,000 pounds 
per square inch, \$ inch rivet holes deducted. Weights correspond 
to length, center to center of bearings. 

i'hicaco — Joseph I . Kf IHOM & 5 I — New V ■ k k 



DATA — BUILDINGS AND BRIDGES 1139 



EXPLANATION OF TABLE OF SAFE LOADS 
FOR COLUMNS 

The tables of safe loads for steel columns are based on the formula 
called for by the Building Ordinances of the City of Chicago and 
given in "General Specifications for Structural Work of Buildings" 
by C. C. Schneider, Member American Society Civil Engineers. 
This formula is also required by the American Railway and Main- 
tenance of Way Association specifications. 

It is assumed that columns are symmetrically loaded; where 
eccentrically loaded the values given will be considerably reduced 
and should be specially calculated. 

Plate and. angle columns are generally the most economical of 
all built-up columns on account of their requiring a comparatively 
small amount of fabrication and because of the great variety of 
sections from which they can be constructed. 

Tables of safe loads of other column sections in general use are 
given on the following pages which will be found adapted to partic- 
ular cases of construction. 

The tables of safe loads for single and double angles used as columns 
or struts will be found extremely useful in the designing of nearly all 
kinds of steel structures. 

The weights of columns given in the tables are per lineal foot of 
shaft and do not include any allowances for bases, brackets or other 
connections as these depend upon the particular details and require- 
ments cf each case. 



Chicago — Joseph T. Ryerson & Son — New York 



1140 n A i A BUILD] N G S A N B R I Oii E S 



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78.8 
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Weight 

per Lineal 

Foot 

20.0 
21.5 
23.1 
27.5 
24.7 
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28.35 
25.55 
30.35 

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B U I L 1) I N G S AND B R T D C E S 1141 






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Chicago — Joseph T. Ryerson & Son — New York 



1142 I) A T A - - BUILDING S AND D R I D G E S 



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DATA— BUILDINGS AND BRIDGES 1148 



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25 











































Chicago — Joseph T. Ryerson & Son — New York 



1172 DATA 



BUILDINGS AND BRIDGES 



SINGLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



y\ 



EQUAL LEG ANGLES 



Allowable unit stress = 16000— 70 



-— • / = effective length of member in""" 

inches 

r = corresponding radius of gyration 

in inches 



•V 



To left of heavv line— < 12o 



To right of heavy line- < 150 



Size of Angle, 
Inches 


Length in Fkkt 


3 


4 


5 


6 


7 


8 


9 


10 


11 


12 


13 


14 


I'aXi'SXA 
IKX1XXA 

» 4 


4 

5 

7 

7 
9 
11 

10 
13 
16 

17 
21 
25 

IS 

26 
31 
35 

31 
37 
42 

4s 

49 
56 
i.4 
71 

60 
70 
HO 
M 

•is 
























4 
5 

5 

7 
8 

8 
11 
13 

15 

18 
22 
25 

23 
28 
32 

28 
34 
39 
44 

46 
N 

60 
67 

57 
67 
76 
H 

93 










































2 X2 XA 

A 
2HX2HXA 

'4 

A 

3 X3 X>4 

A 


4 


























































7 
9 
11 

13 
16 
18 
21 

21 

25 
28 

26 
31 
35 
40 

42 
49 
M 

62 

54 

63 
72 
Hit 
8:» 


5 

7 
8 

11 

13 
15 
18 

18 
22 
25 

23 
27 
32 
36 

39 
45 
52 
58 

51 

59 
67 
75 

n 


















































9 
11 
12 
14 

II 

19 

21 

21 
24 
28 
32 

36 
42 
47 
53 

48 
56 
63 
71 

78 












































7 

n 
»HX«! 
















13 
16 
18 

18 
21 
24 
28 

33 
38 
43 

48 

45 
H 

w 

66 
73 


























4 X4 XA 

A 

1 _• 














15 
18 
21 
24 












































24 
27 
31 
18 


21 

24 
27 
30 






I X5 XH 

h 

'-• 

A 


30 
35 
M 
44 

42 
49 

5. r > 
62 


27 
31 
35 
39 

39 

45 
51 
57 

(13 












30 
34 
39 
43 
48 




6 X6 X s * 

ft 


36 
42 
47 
N 
H 


33 
M 
43 
18 

53 


27 
31 
18 

18 
43 



Chicago — J <> s e p h I . Rtiiioi *v Sou N i w y -» r k 



DATA 



BUILDINGS AND BRIDGES 1173 



SINGLE ANGLE COLUMNS OR STRUTS 

SAFE LOADS IN THOUSANDS OF POUNDS 

UNEQUAL LEG ANGLES 

Allowable unit stre3s= 16000—70— 

r 

1= effective length of member in 

inches 

r corresponding radius of gyration 
in inches 

To left of heavy line— < 125 To right of heavy line— < 150 



Size of Angle, 
Inches 






Length 


in Feet 


3 


4 


5 


6 


• 7 


8 


9 


10 


11 


12 


13 


14 


2 Xl%Xr<i 


5 

8 
11 
13 

12 
15 

15 

18 
21 

16 
20 
24 

23 
27 
32 
36 

25 
30 
35 
39 

32 

39 
45 
50 

47 
55 

62 
70 

77 












2^X2 XA 


7 
8 
10 

10 
12 

13 
16 
18 

14 
17 
21 

21 

24 
28 
32 

23 
27 
31 
35 

30 
35 
41 
46 

44 
51 
58 
65 
71 


5 
6 

8 

7 
9 

11 
13 
15 

12 
15 
17 

18 
21 
24 
28 

20 
23 
27 
31 

27 
32 
37 
42 

41 

47 
53 
59 
65 






































T€ 




















3 X2 XH 




















tV 




















3 X2V 2 XH 


8 
11 
12 

10 
12 
14 




































Vs 


















2 1 AX2}AX 1 A 




































Vs 




















13 
15 

17 
20 

15 
17 
20 
22 

21 
25 

29 
33 

34 
39 
44 
49 
54 
















33^X3 XA 


15 
18 
21 
24 

17 
20 
23 
26 

24 

29 
33 
37 

37 
43 

49 
54 
59 




Vs 
































H 
















4 X3 Xfs 


12 

14 
16 
18 

18 
22 
25 
28 














% 




























X A 














5 X3HXiif 


15 
18 
21 
24 












% 












TS 












Yt 














23 
26 
30 
34 
36 


20 








6 X4 xy% 


30 
35 
39 
44 
48 


27 
31 
35 
39 




is 








y* 










» 










% 


42 





















Chicago — Joseph T. Ryerson 



Son — New York 



■ i ; i DATA 



i: i [LDINGS AND BRIDGES 



DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



*TP 



Allowable unit stress = 16000— 70- 
r 
>l= effective length of member in j^. 
' inches 

r = corresponding radius of gyration 
in inches 



TP 



To left of heavy line- 1 - < 125 



To right of heavy line— < 1 50 



Size of Angle 
in Inches 


Length in Feet 


3 


4 


5 


6 


7 




9 


10 


11 


12 


13 


14 


IXX1HXA 


11 
14 

14 
19 

14 

18 

17 
22 

21 
27 
33 

30 
37 
44 

31 
39 
46 

35 
43 
51 

39 
47 
56 
M 
73 

39 
67 

82 


9 
19 

13 
17 

12 
16 

15 
20 

19 
25 
31 

28 
34 
40 

29 
36 
43 

33 
40 
48 

36 
44 
62 
60 
67 

37 
46 
16 

71 

50 
69 
68 

77 


7 
9 












































8 
10 
















2 Xl?gXA 


11 
15 

10 
13 

13 
17 

17 
23 
28 

25 
31 
36 

27 
33 
39 

30 
37 
44 

33 

41 
48 
55 
62 

35 
43 
51 
59 
67 

47 
66 
64 

n 


10 
12 

8 
11 

11 
15 

16 
20 
25 

22 
28 
32 

25 
81 
88 

88 

34 
41 

30 
37 
44 
81 

.17 

88 

41 
4s 
55 
88 

44 
88 

60 
68 




M 
















i 3 4 xi 3 4XA- 
















% 


















2 X2 XA 


9 
12 
















12 


















10 
13 
17 

15 

18 
21 












2HX2 XA 


14 
18 
22 

20 
24 
28 

22 

S3 

26 

M 

4li 
ftfl 

81 
88 

4:> 

88 

41 
49 
66 
63 


12 
16 
19 

17 
21 

24 
















A 












8HX8KXK 
A 






















S 8 














16 
20 
88 

18 

27 

20 
24 
29 
33 

:;: 


13 

17 
20 

16 
80 
88 

17 
23 
25 
2 s 
88 








3 X2 XU 


80 
86 

80 

23 

■>A 

25 
81 

18 
17 

41' 

u 

54 

4. r , 
62 
68 


18 

22 
27 

21 
88 

30 

23 
88 
88 

37 
42 

88 
88 
88 

44 

50 

35 

42 
4s 
54 




A 
















3 X2*AX i A 






















3 X3 X'< 
























6 
















18 
24 
88 

33 

81 

35 
39 


17 
88 

81 

35 




8 

XA 

I 


84 

M 

46 

44 

M 


22 

27 

37 
41 

29 
35 
88 

44 





till. \ .... I 



I . K V 1 K 



\ I U Y «> K K 



DATA— BUILDINGS AND BRIDGES 1175 



DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



X— 



ir 



Allowable unit stress =16000— 70— 

r 
^/= effective length of member in v » 
••*■* inches *f' 



r= corresponding radius of gyration 
in inches 



-w 



— --ac 



To left of heavy line— < 125 



To right of heavy line— < 150 



Size of 
Angle, 
Inches 



Length in Feet 



3 4 5 6 7 



10 11 12 13 14 15 16 17 18 19 20 21 22 23 



4X3 XA 

I 

N 

5X3 XA 

V 



59 



56 
66 
76 
S7 
96 
106 

64 

76 

92 

105100 



5X3HXA 

i 

H 



11.7 

129 

73 
87 
101 
114 
12S 
141 
i*154 
167 



GXVAXVs 
tV 

1 



97 
113 
128 
143 
158 
MU73 
187 

6X4 X^Il04 



121 

£138 
154 

170 

186 

U202 



6X6 XVs 
tV 

8 



^208 202 



247 



230 



125119 
136130 
148 140 



53 

60 
67 
73 

44 
52 
61 

70 
7S 
S7 

52 
62 
73 
83 
93 
108103 

124118113 

135128 



104 
118 
132 
146 
160 
174 

112 

130 

148 

165 

jg2 
206199 
224216208 



62 



57T52 
62 57 



28 
36133 
42 
47143 

47 



54] 49 
56 

691 63 



51 



122116 



68 
79 
90 
102 
112 
124 
135 

78 
91 
104 
116 
129 
141 
153 

101 
117 
132 
14 
163 
178 
200193 



37 34 

45 41 

53 48 

60 56 

68 63 

75 70 

83 77 

90 84 



43 
51 
5S 
66 
__ 73 
891 82 
97 89 



100 95 



56 
65 
75 
84 
99 93 



79 



1561150 
170163 
185 177 



89 85 
103 98 
117111 
130 124 
143137 
156149 



77 



73 
85 
106101 
118112106 
13012411 
142135128 
162154146138 



58 



Chicago — Joseph T. Ryerson & Son — New York 



117B DAT \ BUILDINGS AND BRIDC E S 

DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



Allowable unit stress = 10000— 70— 



v *^"^^ ^■■^" . / effective length (if mcrnlxr in v.^^^^^ W^^^. v 

— IT — x ■*■ LI 

■-* r = corre8|H>n<iiiiK radius of gyration 

in inches 

To left of heavy line < 12."> . To right of heavy line- < 150 



S ; ze of Angle, 



Length in Fret 





3 


1 


.-. 


8 


7 


8 


9 


10 


11 


12 


13 


14 


2 X2 XA 

H 

2':>X2 XA 


17 

22 

19 
25 
31 

30 

37 

28 
34 
40 

33 
41 
48 

38 

47 
50 

M 

73 

30 

r> 
SI 

Oh 

51 

ill 
7n 
7'.i 

17 
68 

7s 

S'l 


15 
20 

17 

22 

27 

28 
34 

24 
30 
35 

30 
37 
44 

36 
44 

52 

.ii) 
67 

33 
41 

48 
55 

n 

47 
56 
66 

73 

:.4 

04 
74 

n 


13 
17 

15 
18 

23 

25 
31 

21 

25 
29 

27 

33 
40 

33 

41 
48 
55 

a 

30 
30 
43 
18 
66 

44 
61 

GO 
67 

51 
60 

78 


11 
15 

12 
16 
19 

22 
28 


9 
12 

10 
13 
15 




















































A 


















15 
18 












2HXtHXH 
A 


20 
24 


17 
21 


























3 X2 X ! 4 


17 
21 

24 


14 
17 
19 




A 
































is 
22 
17 


16 
18 












3 X- 


24 
30 
35 

30 
37 
44 
60 

.*)7 

26 
81 

38 

43 
4s 

40 

68 
66 

n 

47 
68 
66 

73 


21 
20 
31 

28 
34 

40 
46 

23 
18 
81 

Ms 
42 

37 
44 
60 

44 

60 
68 
















* s 


22 














20 
24 
18 
81 

37 


17 
21 

88 

32 








3 X3 X'-i 


18 

31 
36 

42 
47 


22 

2 s 

n 

37 

42 




£ 




































WiXH 


20 
24 
28 
32 
35 


17 
80 
88 


















































M 

11 
86 

88 


22 
20 
80 

33 








1 XA 


33 
39 
45 
50 

41 
4s 

50 
03 


88 
r> 
60 
44 

:ts 
44 
61 
68 










I 








88 

33 

88 

42 


29 
33 
37 






35 
40 
47 
53 


11 
37 
68 

47 





Chicago Joiipr i . R •* i 



Son K i w y 



DATA 



BUILDINGS AND BRIDGES 1177 



DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



Allowable unit stress = 16000— 70— 



%«■■■ mammm / = effective length of member in ««B>B«| wm^mm 
X—--^|T — »-x inches X IT X 

*-* r= corresponding radius of gyration ■-■- 

in inches 



To left of heavy liney < 125 



To right or heavy line— < 150 



Size of Angles, 
Inches 


Length in Feet 


3 


4 


5 


6 


7 


8 


9 


10 


11 


12 


13 


14 


15 


16 


17 


18 


19 


4X3 Xts 


55 
65 
75 

85 
95 
104 

67 
80 
92 
105 

63 
74 
86 
97 

69 
83 
95 
108 
121 
132 
144 
156 

104 
120 
136 

92 
107 
121 
148 

100 
116 
131 
147 
161 


51 
60 
70 
79 
88 
96 

64 
76 
88 
99 

58 
69 
79 
90 

65 
78 
89 
101 
113 
124 
136 
146 

100 
116 
131 

86 
100 
113 
139 

95 
110 
124 
139 
153 


47 
56 
64 

72 
81 

88 

61 
72 
83 
94 

53 
63 

73 
82 

61 
73 
84 
95 
105 
116 
126 
136 

96 
111 
126 

80 
93 
105 
129 

90 
104 
117 
131 
144 


43 
51 
59 
66 
73 
80 

57 
68 
79 
89 

48 
57 
66 
74 

57 

68 
78 
88 
98 
107 
117 
126 

92 
107 
121 

75 
86 
97 
119 

84 
97 
110 
123 
135 


39 
46 
53 
60 
66 
72 

54 
64 
74 

84 

44 
51 

60 
67 

53 
62 
72 
81 
90 
99 
107 
116 

88 
102 
116 

69 
79 
89 
110 

79 
91 
103 
115 
127 


35 

41 
48 
53 
59 
64 

51 
60 
70 
79 

39 
46 
53 
59 

48 
57 
66 
75 
83 
91 
98 
103 

84 
98 
111 

63 
73 

82 
100 

74 
85 
96 
107 
118 


31 

37 
42 
47 
52 
57 


27 
22 
36 
40 
45 
49 


23 
27 


















Vs 


















TS 


















Vi 




















TTf 




















v% 


























35 
41 
47 
53 


31 
37 

43 

48 


28 
33 
38 
43 










4X4 Xxs 


48 
56 
65 

74 


44 
53 

61 
68 


41 
49 
56 
63 


38 
45 
52 
58 




H 










tV 










Vt 




















5X3 Xrs 


34 

40 
46 
52 


29 
34 
40 
44 








Vs 




















H 








































1 


36 
42 
48 
55 
60 
66 
71 
76 


32 
37 
43 
48 
53 
57 
61 
66 
















SX&AXrs 


44 

52 
60 
68 
75 
82 
89 
96 

81 
93 
105 

57 
66 
74 
90 

69 
79 
90 
100 
109 


40 

47 
54 
61 

68 
74 
80 
86 

77 
88 
100 

51 
59 

66 
80 

64 
73 
83 
92 
100 




Vs 
















TS 
















I 






























Vs 






- 










IX 
















% 


























49 
57 
64 


46 
52 
59 




5X5 XVs 
is 

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73 
84 
95 


69 
79 
90 


65 
75 

85 


61 

70 
79 


57 
66 
74 


53 
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69 


42 
48 
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6X3HX^ 


46 
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71 


40 
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16 


48 
55 

62 
68 
74 


43 












6X4 xv% 


59 
67 

76 
84 
92 


53 
61 

69 
76 
83 




is 


49 
55 
60 
66 













































Chicago — Joseph T. Ryerson & Son — New York 



urs 



l» A I A 



BUILDINGS AND BRIDGI S 



DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



y-A 



Allowable uuit 8treae= 16000— 70— 
r 

yf = effective length of member in -w 
inches • 

r = corresponding radius of gyration 
in inches 



To left of heavy liney < 125 



6 
To right of heavy line— < l.">0 





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Cue ago 1 nrH T. Rrm Niw You 



DATA 



BUILDINGS AND BRIDGES 1179 



DOUBLE ANGLE COLUMNS OR STRUTS 
SAFE LOADS IN THOUSANDS OF POUNDS 



L 

r 



Allowable unit stress = 
1= effective 



: 16000— 70- 

r . 

yaw .» \f (=enecuve length of member in v__ A-j 

'jm" s j*'~y inches J rff- 

S. r= corresponding radius of gyration JL 

& in inches 



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To right of heavy line— < 150 



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as as© 



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to © CO© 



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coco'cococo cocoeococo cocococo cocococo cococo'co* co'co'< 



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Chicago — Joseph T. Ryerson & Son — New York 



llSi 



) A T A — B I ELDING S 



A N 1) BRIDG E S 



SAFE LOADS FOR FIRMTREAD 
FLOOR PLATES 



STEEL 



LOAD PER SQUARE FOOT — FIBRE STRESS OF 16.000 POUNDS 









Till' KNKSS I 


s [am 








Span 


















in *cct 


H 


A 


H 


A 


3 8 


A 


li 


H 


2 


83 


188 


333 


520 


760 


1021 


1333 


2080 


3 


37 


83 


148 


230 


333 


454 


593 


926 


4 


20 


47 


83 


130 


187 


255 


333 


520 


5 


13 


30 


53 


83 


120 


163 


213 


333 


6 


9 


20 


37 


57 


83 


113 


Ms 


233 


7 




15 


28 


42 


61 


83 


109 


171 


8 




11 


20 


32 


47 


63 


83 


130 


9 




9 


16 


25 


37 


50 


65 


100 


10 






13 


20 


30 


40 


53 


83 











SAFE LOADS CORRUGATED SHEETS 

PER SHEET 

SUPPORTED AT ENDS ONLY. SHEETS. 26 INCHES WIDE 



J 


Gauge 


m 


27 


26 


M 


22 


20 


18 


if, 


| 

o 
O 


6' 0" Span 


88 


97 


106 


141 


176 


211 


282 


352 


T 0* Span 


75 


83 


91 


121 


151 


181 


242 


302 


S' 0* Span 


66 


73 


79 


106 


132 


158 


211 


264 




9' 0' Span 


59 


65 


70 


94 


117 


141 


188 


235 




10' 0' Span 


53 


58 


63 


85 


106 


127 


169 


211 


S 
i 


6' 0' Span 


53 


58 


64 


85 


106 


127 160 


211 


B 


T 0' Span 


i:» 


50 


55 


73 


91 


109, n:> 


181 


i 


8' 0" Span 


40 


44 


47 


(il 


79 


95 127 


168 


_ 


9' 0' Span 


35 


39 


42 


56 


70 


85 113 


141 


J2 


10' 0" Span 


32 


34 


38 


51 


64 


76 101 


127 



■"• s inch is t;tkon as depth of 2 1 > inch corrugations, 3 s inch as 



depth of 1 I ; inch corrugations. 

The following formula has been used: W = 



«.»<»<>m t b <1 



L>> Supported lenpth of sheet in inches. 

t = Thickness of sheet in inches. 

\> \\ idth nf sheet in inches. 

d I >epth of corrugations in inches 

\\ Breaking weight distributed in pounds. 

\v 

. Safe loads per sheet between supports. 



t it i < \ >. 



:■ n T 



K ^ 



B 



\ l . \\ Y <> K K 



DATA 



BUILDINGS AND BRIDGES 1185 



STANDARD CONNECTIONS FOR STANDARD 
BEAMS AND CHANNELS 




Double Angle Conn, 
for 15* Beams, 15" 
and 13" Channels 



Double Angle Conn. 

for 12" Beams and 

12" Channels 



Single Angle Conn. 

for 12" Beams and 

12" Channels 



Single Angle Conn, 
for 15" Beams, 15" 
and 13" Channels 




Double Angle Conn. Double Angle Conn. Single Angle Conn. Single Angle Conn. 

for 7, 8, 9 and 10" for 3, 4, 5 and 10" for 3, 4, 5 and 6" for 7, 8, 9 and 10" 

Beams and Channels Beams and Channels Beams and Channels Beams and Channels 

Ends of beams having Standard Connections should be cut at least */£ 
inch short of distance to face of each connection and preferably % inch 
short, to allow for over-run in cutting. 

For dimensions not given see tables of Weights and Dimensions of 
Standard Beams and Channels. 



as 



Size 



Two 4X4XA Angles 1' 6" long. . . 
Two 4X4X& Angles 1' 3" long. . . 
Two 6X4X& Angles 0' 10' long. . 
Two 6X4X^ Angles 0' 7J4" long. 
Two 6X4X A Angles 0' 5* long . . 
Two 6X4X& Angles 0' 3* long . . 
(0' 2H" long for 5" Is, 0' 2" long for 

3' and 4'.) 
One 6X6Xik Angle 1' 6* long. . 
One 6X6XA Angle 1' 3" long. . 
One 6X6X& Angle 0' 10" long. 
One 6X6XtV Angle 0' 7Y 2 " long 
One 6X6X& Angle 0' 5" long . . 
One 6X6X & Angle 0' 3" long . . 
(0'2 y 2 ° long for 5 Is, 0' 2" long for 
3' and 4".) 



S Minimum 
o3 Strength of 
-w*^-. one Con- 
m m nection in 
££ Pounds 



IJ 



54000 
45000 
40500 
33750 
18000 
6750 



53040 
44200 
35360 
26520 
15000 
5625 



Wght. 

Angles 

only 



34.0 
28.2 
23.8 
17.9 
11.9 
7.1 



25.8 
21.5 
14.3 
10.7 
7.1 
4.3 



Wght 



Angles includ- 
and 
Shop 
Rivets 



37.0 
30.7 
26.9 
20.3 
13.8 
8.0 



31.1 
25.9 
18.0 
12.8 
8.7 
5.1 



Wght 



ing 
Field 
Rivets 



43.0 
36.0 
31.0 
23.0 
16.0 
9.0 



36.0 
30.0 
22.0 
15.0 
10.0 
6.0 



Diam 
of 

Rivets 



Diam. 

of 
Holes 



Beams or Channels should not be loaded with a greater uniformly dis- 
tributed load (including the weight of the beam) than twice the " mini- 
mum strength of one connection," when Standard Connections are used, 
except as shown by the tables of Safe Loads of Beams and Channels. 



Chicago — Joseph T. Ryerson 



Son — N 



York 



1186 1) A T A 



BUILD! X G S A N 1) i: RIDGES 



MINIM 



STANDARD STEEL SEPARATORS 

UM WIDTH AND DIMENSIONS FOR STANDARD BEAMS 

These separators, stronger and more 
durable than cast iron, are made from 
steel plate with riveted steel loops for 
bolts. They are cut accurately and 
ground to fit the profile of the beams. 

They can be furnished in any width 
gp .it. -r than that given in the tables and 
to suit all requirements. 










TWO 


BOLT SEPARATORS 










Bi 


:ams Connected 


>KPARATOR 


Bolts 


1 

- 

o 

.a 
/. 


ill 


6^ 


3.? 

'- iJ 

S 30) 


"7^ 


U 

°S 

= 

22', 


1 

c 

IS 

H 


23 s 4 


j= - 
,= .3 

3.15 


4; 

= 

Q 


"3 

-=2=: 

— ■ 






— n 
u 






115. 


lf.i , 


8H 


H 


101 4 


12 


3 37 


.2=1 


24" 


110. 




V* 


7»^ 


22', 


H 




3.15 


H 


10* 


12 


3 37 


.25 




105. 




8£ 


7 3 4 




H 


23 3 4 


3.15 


3 4 


10 


12 


3.31 


- 




100. 


1P 4 


7^ 


6*4 




Hj 


22> 2 


3.22 


3 4 


BH 


12 


:•: is 






95. 


14H 


7rV 




22 3 4 


'_< 




3.22 


3 4 


'."4 


12 


3 12 


. 2*1 


24" 


90. 


14" > 






22^ 




>■" ., 


3.22 


3 4 




12 


3.12 


.2.1 




85. 


11 . 


7rV 




22 3 4 


X 






3 4 


9 


12 


3 (i« 






80. 


H', 


:>4 




22 3 4 


H 






3 4 


9 


12 


3.06 






100. 


Hit 


1H 




18H 


\L 




2.65 


3 4 




12 


3 18 






'..:. 


14» 4 


7rV 




1H 3 4 


1 2 




2 65 


H 


|J , 


12 


3.18 




20" 


90. 


It . 


7M 




18* 


'.. 


18^ 




H 




12 


3 18 






85. 


14', 


7A 




18*4 


1 .• 


l- 1 , 


2.65 


3 4 


!l 


12 


3.06 






80. 


u . 






1S» 4 


,' 1 


I- 1 -, 


2.65 


3 4 


9 


12 


3.06 






75. 


13A 




6H 


ls\ 


1 2 


16* 


2 65 


* 




12 


2.95 




20" 


70. 


13 


6ft 




18* 


'. 


16* 


2.65 






12 


2.89 






65. 


Wi 


6H 




18* 


H 


IB* 


2.65 


H 




12 


2.89 






90. 


14H 


7H 


r,". 


ML, 


K 


15H 


2.33 


3 4 


9^ 


9 


3.18 




18" 


85. 


I4M 






16H 


'.> 


l.V, 


2 33 


3 4 




9 


3.12 


.2.'. 


80. 


is'. 


7H 




I6H 


'2 


15 M 


2 33 


3 . 


9 


9 


3.06 






75. 


14A 


7A 




1,;.- 


H 


15] . 


2.33 


\ 





'.' 


3.06 


.2.i 




70. 


12\ 






17 


tt 


14', 


2 40 




8^ 


1 


2.89 


. 2.". 


18" 


65. 


12H 


r,'. 




17 






2 4" 


3 4 




'.' 






60. 




6A 




17 


>! 


14' 4 


2 1" 


3 4 


8 


'.' 








55. 


12, s » 


5A 




17 


1 2 


14 J 4 


2 1" 




8 


9 








100. 


134 
13« 


7A 


6 




1 2 


12 


1 n 


H 


9H 


7'; 








95. 


7A 


<'. 




>2 


12 


1 88 


3 4 




7' 2 


:< 12 




15" 




I3A 

13', 


7 


6 




'2 


12 


1 v 1 ' 


3 4 


9 




3.06 






85. 




6 




■2 


12 


1 39 








3 00 












r> 




'2 


12 


1 - 








3.00 






75. 


12|I 


VA 


6k 


13* 




8 


1.46 


*4 










15" 


70. 




M 




13* 






1 M 








2 N 






ISA 


'-,'« 


5»4 


HP4 




8 


1 4», 




8 










60. 


12A 


'•-A 


5 3 4 


13 J 4 










B 










55 
















H 








.16 


15" 


50. 




6A 










1.50 










.25 


45 


5H 






H 




1.50 


»4 








.25 




42. 


11 J, 


5H 






H 




1.50 


3 4 








.25 




55. 


nil 


6 ft 


5>4 


11 




«* 


1 17 


H 








.25 


1ST 


50. 


ii f '« 


• r '!i 


5', 


11 


H 


6* 


1 i; 


U 


5 






ftfl 


11 A 

to}] 


•Ml 


5' 4 


11 


H 




1.17 


3 4 












40. 


5U 


5>4 


11 


H 


6*4 


1 17 


3 4 




: 






12" 


35. 




5,'. 
5^ 


5 


1P4 




BU 




»4 


5 


7 




25 


11 5 


lo»* 


5 


11 '4 




1 2ii 


* 


5 




2 52 


.M 



(' 11 1 ( a 1. . 1 i 1 11 T . Kiii.-. I S 



DATA 



BUILDINGS AND BRIDGES 1187 



STANDARD STEEL SEPARATORS 

MINIMUM WIDTH AND DIMENSIONS FOR STANDARD BEAMS 



Minimum 
8 r distance 



These separators, stronger and more dur- 
able than cast iron, are made from steel plate 
with riveted steel loops for bolts. They are 
cut accurately and ground to fit the profile of 
the beams. 

They can be furnished in any width greater 
than that given in the tables and to suit all 
requirements. 

ONE BOLT SEPARATORS 



Beams Connected 


Separator 


Bolt 


a 

a 
a> 

pq 

*o 

<u 

m 




O cS 

8o 


O oo 

<g a » 

O o 


-a 


-a 
.to 
'53 

w 


a> 

a 


o o 

il 

^02 




1 
I 

s 






8"3 

11 




75. 


12|| 


6^ 


5% 


13M 


Vs 


8M 


1.46 


K 


sy 2 


1.47 


.12 


15" 


70. 


123* 


6* 


5M 


13M 


Vs 


SK 


1.46 


H 


sy 2 


1.47 


.12 


65. 


12* 


6* 


5M 


135* 


% 


m 


1.46 


% 


8 


1.41 


.12 




60. 


12* 


6* 


5% 


13M 


% 


m 


1.46 


K 


8 


1.41 


.12 




55. 


n% 


6H 


PA 


14^ 


Vs 


w 2 


1.50 


% 


7U 


1.38 


.12 


15" 


50. 


n» 


6* 


5A 


14H 


v% 


Wt. 


1.50 


% 


■ 7y 2 


1.35 


.12 


45. 


HH 


5M 


VA 


14^g 


% 


sy 2 


1.50 


H 


7y 2 


1.35 


12 




42. 


ii* 


5H 


5V 2 


143^ 


% 


sy 2 


1.50 


H 


7y 2 


1.35 


.*12 




55. 


utt 


6* 


5H 


11 


Vs 


m 


1.17 


H 


m 


1.47 


.12 


12" 


50. 


n* 


5H 


5M 


11 


% 


m 


1.17 


H 


7M 


1.38 


.12 




45. 


ii* 


5M 


VA 


11 


Vs 


w 2 


1.17 


% 


7y 2 


1.35 


.12 




40. 


10H 


5H 


VA 


11 


Vs 


m 


1.17 


H 


7 


1.29 


.12 


12" 


35. 


10H 


5* 


5 


UK 


Vs 


m 


1.20 


% 


7 


1.29 


.12 




31.5 


mi 


&A 


5 


HJ4 


% 


VA 


1.20 


V* 


m 


1.26 


.12 




40. 


10 5 A 


5^ 


m 


QVs 


Vs 


5 


.99 


% 


7K 


1.32 


.12 


10" 


35. 


10* 


5H 


m 


9H 


H 


5 


.99 


M 


7 


1.29 


.12 




30. 


10 


5* 


m 


m 


Vs 


5 


.99 


% 


G% 


1.25 


.12 




25. 


9M 


5* 


m 


m 




5 


.99 


% 


VA 


1.23 


.12 




35. 


m 


5H 


w% 


8Vs 


% 


VA 


.89 


% 


6M 


1.25 


.12 


9" 


30. 


9* 


m 


m 


m 


u 


*y s 


.89 


% 


m 


1.23 


.12 




25. 


9M 


m 


m 


m 


Vs 


m 


.89 


% 


VA 


1.20 


.12 




21. 


9 


4H 


m 


&A 


Vs 


m 


.89 


u 


6 


1.17 


.12 




25.5 


8M 


4* 


4 


7H 


H 


2y 2 


.52 


S A 


6 


1.17 


.12 


8" 


23. 


8^ 


4* 


4 


7% 


H 


2y 2 


.52 


% 


6 


1.17 


.12 




20.5 


8* 


m 


4 


7% 


M 


2y 2 


.52 


% 


5M 


1.14 


.12 




18. 


8M 


4M 


4 


7% 


H 


2A 


.52 


% 


VA 


1.11 


.12 


7" 


20. 


8* 


4* 


33i 


WA 


K 


2 


.46 


U 


5H 


1.14 


.12 


17.5 


7Vs 


4H 


3^ 


m 


U 


2 


.46 


H 


hy 2 


1.11 


.12 




15. 


7H 


4 


3^ 


VA 


X 


2 


.46 


% 


5M 


1.08 


.12 


6" 


17.25 


7* 


4 


3^ 


5V 2 


H 


1H 


.38 


H 


5y 2 


1.11 


.12 


14.75 


7* 


3M 


3^ 


5A 


H 


IH 


.38 


% 


VA 


1.08 


.12 




12.25 


7* 


3M 


3^ 


VA 


H 


m 


.38 


3 A 


5 


1.05 


.12 


*5" 


17. 


6M 


w% 


3M 






* 


.14 


% 


5M 


1.14 


.12 




14.75 


6H 


3 5 A 


Wi 






§ 


.14 


S A 


5H 


1.08 


.12 


*5" 


12.25 


6% 


VA. 


W% 






.14 


% 


i% 


1.02 


.12 




9.75 


6* 


3* 


3H 






* 


.14 


% 


±y 2 


.99 


.12 




10.5 


6* 


3* 


2% 






% 


.14 


% 


iK 


1.02 


.12 


*4// 


9.5 


6 


3* 


2J^ 






H 


.14 


U 


4j| 


.99 


.12 


8.5 


5% 


3M 


2 7 A 






% 


.14 


% 


ti 


.99 


.12 




7.5 


5% 


3* 


2% 






Vs 


.14 


% 


.96 


.12 



*1 inch Gas Pipe Separators are generally used for 3 inch, 4 inch and 5 inch 



Chicago — Joseph T. Ryerson & Son — New York 



1188 D A T A — P. U I L D I N G S AND P. R I D G 1. S 
JOIST ANCHORS AND TIE-STRAPS 

ANY FORM OF ANCHOR OR TIC CAN BE FURNISHED 



Fig. 4 




-h 



Fig. 2 




Fig. 5 



Fig. 3 



^ 



Fig. 6 



Joist Anchors are used on all floors having wood joists except floors at or near 
the ground and are also used for flat wood roofs, where joists rest on inasonry 
walls or adjoin same. 

Joist Tie-Straps are used on all floors having wood joist-s where they meet at 
a wood or steel girder, and for tieing the ends of wood girders together. 

Joist Anchors are usually spaced every five feet all around a building and 
where joists run parallel to a wall are made long enough to permit of spiking to 
three joist, i. e., to project 33 inches from the wall for joist 10 inches on center, 
or 2.5 inches for joist 12 inches on center. 

Joist Tie-Straps are spaced the same as joist anchors and are placed opposite to 
them. They are some times used where joists meet on an interior masonry wall. 



Sise of 
Anchor 



1VXV 

ivxv 

I'/XV 

lVXV 
iVXA' 
1VXV 

2' XV 
2' X,V 
2' XV 

- 



Wright op Joist Anchors (Fig. 1) Weight of Tie-Straps 



Size of Pin I 18* I 24' 30* I 36' | 42 



•i'diam.XC 

Vdiam.X8' 
W ' X8' 
Vt B X8' 

V'liam.XS' 

V ' xx' 

W * X8' 
Vdiam.X8' 

V " X8' 
H' ' X8' 
Vdiam.X8' 

V ■ X8' 

V ■ X8* 



1 '.»--.' 452.9s 3. 5 14.04 
2.603.233.8814.525. Ifi 
2.91(3.544 I'M fBfi 47 
3.243.874 525 1 




18' 24' I 30' I 36' 



1 5V2 12 2 65 3.18 

l.'.<2 2 M 3 20 3.84 

2 232.87 3.51 4 15 
2.563.20,3.8414.48 5.12 



42' 
1.71 

4 48 

4 7'.' 



7 3.72 4.46 
2. 60S. 34 4.09|4.83 
2.970.71 4. 4615. 20 



2 55 3 40 4 25 5 10 
_> Vm B2 4 67 5 62 
I MM 88 5.1015.95 

I M M8 INI M 

A 714 57 5.83 6.89 

4 25 5 11 ' 



5.21 
5 68 

5.95 

5 95 

6 87 

t n 

7.42 
7.95 
8 48 



Size of 
Tie-Strap 



\\cx\e 
iwx\e 

I'/XV 
WXH* 

1 S <'XV 

IVXA' 

ijrxH" 

2' XV 
2' XA' 

r x s 8 ' 

2>/XV 
2'/XA' 
2'/XV 



Fig. 9 




Csicaoo — Jour n I . R v r k N I W York 



DATA — BUILDINGS AND BRIDGES 11S9 



STIRRUPS OR JOIST HANGERS 

Fis- 2 Fis. 1 Flg.3 -.i 






DOUBLE STIRRUP 



SINGLE STIRRUP 



WALL HANGER 



The following sizes of iron should in general be used for the size of joist 
supported : 


Size of 
Joist or Timber 
to be Supported 


Section of 
Stirrup 


Capacity 
of Stirrup 


Size of 
Joist or Timber 
to be Supported 


Section of 
Stirrup 


Capacity 
of Stirrup 


2X 8to3X10 
4X10 to 4X12 
6X12 to 3X14 


HX2M 
%X3 


7500 lbs. 
11250 lbs. 
13500 lbs. 


8X12 to 4X14 

6X14 

8X14 to 10X14 


HX4 
^X4 


21000 lbs. 
24000 lbs. 
30000 lbs. 



Unless otherwise specified, stirrups are furnished J4 inch smaller than 
nominal size of timber or joist. 



Nominal 


Usual 
Size of 
Stirrups 


Approximate Weight 


Size 
WXDXS 


Single 


Double 


* 


2X 8X 2 
2X10X 2 
2X12X 2 
2X14X 2 


MX2J/2 
HX2V 2 
HX2y 2 
%X2V 2 


4.59 
5.30 
5.99 
10.10 


7.77 
9.18 
10.60 
18.07 


.36 
.36 
.36 
.53 


3X10X 3 
3X12X 3 
3X14X 3 


HX2V 2 
3 AX2V 2 
VsXZ 


5.83 

9.83 
13.09 


9.89 
17.01 

22.98 


.36 
.53 
.64 


4X10X 4 
4X12X 4 
4X14X 4 


VsX2Y 2 

^X3 

^X3M 


9.57 
12.76 
21.81 


15.95 
21.69 
37.68 


.53 
.64 
.66 


6X10X 6 
6X12X 6 
6X14X 6 
6X16X 6 


VsX2V 2 
^X3 
HXSV 2 
l AX± 


11.16 
14.69 
24.79 
30.60 


18.07 
24.25 
41.65 
52.12 


.53 

.64 

.66 

1.13 


8X10X 8 
8X12X 8 
8X14X 8 
8X16X 8 


VsX2 

xxm 

5 AXi 
5 AXi 


15.32 
25.78 
39.66 
42.50 


24.25 
41.65 
65.16 
70.83 


.64 

, .66 

1.41 

1.41 


9X10X 9 
9X12X 9 
9X14X 9 
9X16X 9 


x Axzy 2 

^X4 
^X4 
^X4 


25.78 
31.72 
42.50 
45.33 


40.65 
51.00 
69.41 
75.05 


.66 
1.13 
1.41 
1.41 


10X10X10 
10X12X10 
10X14X10 


VtXWz 
MX4 

^X4 


27.23 
33.36 
44.62 


42.64 
53.25 
72.25 


.66 
1.13 
1.41 



*Add to weight for each increase of one inch in width of support. 
(Distance S) 

Steel or Cast Iron Post Caps can be furnished in any size desired on short 
notice. 



Chicago — Joseph T. Ryerson & Son — New York 



ll&O 



' A I A 



BUILDINGS AND B R I D G K S 



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( ii i . \ . i in T. Ryu \ i w Y 



DATA 



BUILDINGS AND BRIDGES 1191 



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Chicago — Joseph T. Ryerson & Son — New York 



1192 I) A I A 



BUILDING S A N D BRIDGES 



CAST IRON BASES FOR COLUMNS 

COMMON SHAPES. TABLE FOR CAST IRON COLUMN BASES AND USEFUL FORMULAE 





* 


r 


p 


SP 




. 


• r 


• 


• 


» 


■ 


4 




* 



BASE C 
For Round C. I. Cols. 

The height H should be equal 
to the projection P and D should 
lie equal to the diameter of the 
column. The thickness of all 
I*>rtions of the base should be Plates beveled to 
equal or nearly so, to that of one-half inch at edges, 
the column above the base. 

The projection of the flange C 
should De at least three inches. 

Bearing value of ordinary masonry, 250 lbs. per sq. ic 
5(xi lbs, per so,, in. 



BASE D 
For Steel Cols. 
Bases should be proportioned 
so as to have the thickness of 
metal nearly equal throughout 
to prevent unequal cooling of 
the metal. 

Allowable stresses in cast iron: 
Compres'n, 1 2,000 lbs. per sq. in. 

Tension 2,500 lbs. per sq. in. 

Shear 1,500 lbs. per sq. in. 

.; of cut stone or 1:2:4 concrete, 



Flat Base Plates 



H 



Sixeof 

Plate 

(Ordinary 

Masonry) 



Size of 
Plate 
(Cut 

Stone or 
Con- 
crete) 



Safe 

Load 

in 
Pounds 



Bases for Steel 
Columns 



\\ = |>rM9ur« uD.Ur tbt plttt 

io lti. par *\. in. 
W = Load uo column* in lb* 
A = Ar-» of plttt in *q. In 
B =om • '.•It of ..,u»rr pUt< 

In indict. 
I) =dinine.t*r <>f round col 

umn or tide of t-iutrt pod 

in Incnct. 
A' — .llffertnc* bttwttn area 

of plate and th. tr.-tii.nftl 

trrt uf column. 
P = projection of edfe of 

plttt twrond cul. In lurbtn 
t-tblcknrtt of plttt it. 

Inch**. 



A = ; 



B i \ . M I 
,_B-D 
2 



8 I 

Mi 

I 


101 

i(i|i} 

n 
n 

12]1 
12 1| 



14xl4x 1J 
16xl6x 2} 
16xl6x 2 
18xl8x 2) 

18xl8x 2J 
MMOi |j 
20x20x 21 
24x24x 6 

24x24x 6 
30x30x 8 
SftJBl 7 

32x32x10 

30x30x 8 
36x36x10 
32x32xHI 
38x38x12 



9010x10x1* 
11012x12x2 
10512x12x11 
165 14x14x21 

14nl4xl4x2 

KMlfolftcS, 

23016x16x21 

330 18x18x21 

270ll8xl8x2J 

nflHdtal 

OOpixfttifl 
B4flll8il8i7 

• 



40 49,000 



64,000 
64,000 
81,000 

81,000 
100,000 
100.000 
144,000 

144,000 
200,000 
200,000 



170 MfyOtt 

iro mm 

490| 324,000 
M Mlj0OO 

570 3.; l.ooo 



T = . lit! tact from center of 
column t>. outtldc uf column 



|x= 

(rrftritj uf lSof b»t*. 
C=dl*t*nee to crnttr of 

(Tftiitr from bottom. 
D = Jlttanc* to MtUr of 

frftUty from top. 
A ■ thietn*** of tup plttt 
B = thickntt* of bottom. 
I = Moment of Inert it- 
M = maximum B t n d I a ( 

Mom tot. 
M,=lt*ndln» Momtat In 

anr paatl of l«.(to«i plttt 

l.t<iD(t rib* on three tl.lrt 
P = prttturM tuttaintd bj 

any paotl of bottom plat* 

la poundt 

rt /x t 



M-- 



(W -u A)tl 

: B 



(T)c 



Strttt ftl tupofttioa tt 



Shaftof hues for cast iron columns should proJMl abm-i-flangr ' j in. t»> allow for planing. 

Tops of flat base plates and top of bases for sttvl columns should be planed. 

Bolt holes for catt column bases may !*• cored, out for steel column bases should be drilled. 

Chicago Joi i i ■ T , Rtbi i V " r k 



DATA 



BUILDINGS AND BRIDGES 1193 



CAST IRON COLUMN BRACKETS AND LUGS 

DIMENSIONS AND WEIGHTS FOR STANDARD BEAMS 




] c 



! 






f~«f ** 




1 Li 1 


• 












L 


M 


!/ 




F 

- 




c 


a 




l-O 



Top of Shelf on Bracket should 

slope K inch to a foot. 
Core all holes for % inch bolts. 



All dimensions in inches. All weights and strength of brackets in 
pounds. Double weights for 1 1 



I 

03 


o 
o 


























*-l^ 


•si 


a> 


PQ 


& 


























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j=« br 


o&& 


o 


A 


B 





D 


F. 


F 





H 


K 


h 


M 


N 


.SfOJ § 


■ SPcu = 


3.2 2 


a 


■3 


























£§'« 


£§'' 


£?£?« 


Q 


s 


























m 


GO 


£02 
CO 


24 


105 


6 


12 


6 


10^ 


ik 


IK 


2 


ik 


IK 


8K 


16K 




40 


16 


119440 


24 


80 


6 


12 


6 


10H 


iy? 


IK 


2 


IK 


IK 


7K 


15 




31 K 


16 


102380 


20 


80 


6 


12 


5H 


9K 


ik 


IK 


2 


IK 


IK 


7K 


15 




25 


16 


77200 


20 


65 


6 


12 


hV, 


9V, 


IK 


IK 


2 


IK 


IK 


6K 


13 




20 


16 


77200 


18 


75 


4K 


9 


5 


9 


m 


IK 


2 


IK 


m 


7K 


15 




23 


13 


69030 


18 


55 


m 


9 


5 


9 


IK 


IK 


2 


IK 


m 


6K 


13 




17K 


13 


69030 


15 


80 


'S% 


7K 


5 


9 


IK 


IK 


2 


IK 


IK 


7 


14 




19 


UK 


69030 


15 


60 


m 


7K 


5 


9 


IK 


IK 


2 


IK 


IK 


6K 


13 




17K 


UK 


69030 


15 


42 


•6% 


7K 


5 


9 


IK 


IK 


2 


IK 


IK 


6 


12 




16'/ ? 


UK 


69030 


12 


40 


'AX 


5 


4 


7 


1 


l 


2 


m 


IK 


5M 


UK 




10 


9 


43880 


12 


m 


$\i 


5 


4 


7 


1 


1 


2 


m 


IK 


5K 


11 




9K 


9 


43880 


10 


tt5 






4 


7 


K 


H 


?! 


114 


iu 


f>K 


iou 




m 

8 


3K 

3 


32900 


9 


21 






4 


7 


3^ 


H 


?, 


iu 


114 


5 


10 


H 


32900 


8 


18 






4 


7 


fcf 


H 


?, 


]i4 


114 


4U 


9 


H 


7 


3 


32900 


7 


15 






4 


7 


K 


% 


2 


IK 


IK 


4 


8 


k 


6 


3 


32900 



The resistance of a single bracket to shearing is determined by 
multiplying the height D by the thickness F, and the product by 
7,000 pounds. The resistance of the shelf to shearing is not usually 
considered. 

The resistance of a single bracket to crushing may be found by 
multiplying the distance X by the thickness F, and the product by 
13,000 pounds. 



Chicago — Joseph T. Ryerson & Son — New York 



1194 1) A T A B U I 1. 1) 1 N G S A N I) l: R I D <i I S 

TRAVELING CRANES 
RAILS, CLEARANCE, DIMENSIONS AND WHEEL LOADS 



7 :* 



TYPICAL ELECTRIC TRAVELING CRANES 



Capacity 
iu Tons 


Span 


Wheel 
Base 


Maximum 
Wheel 
Load in 
Pounds 


Side 
Clear- 

ance 


Vertical 
Clearance 


Weight op Rails 
Poinds pkk Yakd 


Plate 
Girders 


Beams 


5 


40 
GO 


8' 6" 
9' 0" 


12000 
13000 


10" 

10" 


G' 0' 
G' 0" 


40 

40 


40 

to 


10 


10 
GO 


9' 0" 

!»' I," 


19000 
21000 


10" 
10" 


<;' o' 


45 

45 


40 

10 


15 


40 

GO 


10' 0" 


25000 
29000 


10" 
10" 


7'0" 
7' 


so 

50 


50 
50 


20 


40 
60 


10' 0" 
10' 


33000 
36000 


12" 
[2 


7' 0" 

7' 0" 


55 
55 


50 
50 


25 


10 

00 


10' 0" 

10' G" 


10OOO 

44000 


12" 

IV 


8* 0* 

s 


00 
60 


50 
50 


30 


10 

00 


10' 1 
11' 0" 


48000 

52000 


12 


s 

s' 


70 
70 


00 
00 


40 


1(1 

00 


ir o" 

12' 0" 


64000 

TOOOO 


1 2" 
12" 


'V 


SO 
SO 


00 
00 


50 


10 

00 


11' 0' 

12' 0* 


72000 

80000 


ir 
n 


9' 0' 
9' 0' 


100 
100 


00 

GO 


GO 


40 
00 

80 


13' 0" 

ir o' 

l.V 0' 


SXOOO 

94000 
L03000 


16 
L6 


•V .1 

M' 

9' 0' 


100 
100 
1(H) 




00 


10 

00 
80 


A B 

.VI 

.VI 

m .vi" 


44000 

47000 

61500 


16 

i., 
nr 


io' .r 
nr «, 
10' 6" 


1(H) 
KM) 
100 





ii i i too Jo t if m T . R ^ i 



N I \\ Y «• K K 



DATA — BUILDINGS AND BRIDGES 1195 



TRAVELING CRANES — continued 





TYPICAL ELECTRIC TRAVELING CRANES 
CONTINUED 




Capacity 
in Tona 


Span 


Wheel 
Base 


Maximum 
Wheel 
Load in 
Pounds 


Side 
Clear- 
ance 


Vertical 
Clearance 


Weight op Rails 
Pounds per Yard 


Plate 
Girders 


Beams 


75 
100 
150 


40 
60 
80 

40 
60 

80 

40 
60 

80 


A B 
5'0" 6'0" 
5'0" 6'0" 
5'0" 6'0" 

5'0" 6'0" 
5'0" 6'0" 
5'0" 6'0" 

6'0" 6'0" 
6'0" 6'0" 
6'0" 6'0" 


55000 
60000 
64000 

83000 
86000 
89000 

130000 
134000 
139000 


16" 

16" 
16" 

19" 
19" 
19" 

20" 
20" 
20" 


12' 0" 
12' 0" 
12' 0" 

13' 6" 

13' 6" 
13' 6" 

16' 0" 
16' 0" 
16' 0" 


100 
100 
100 

100 
100 
100 

150 
150 
150 





Loads, clearances, etc., given above are for end carriages of 
Electric Cranes. 

HAND CRANES 

TYPICAL HAND CRANES 



Capacity 


Span 


Wheel 
Base 


Maximum 
Wheel 
Load in 
Pounds 


Side 
Clear- 
ance 


Vertical 
Clearance 


Weight op Rails 
Pounds per Yard 


in Tons 


Plate 
Girders 


Beams 


2 

4 

6 

8 

10 

16 

20 

25 


30 

50 

30 
50 

30 
50 

30 
50 

30 

50 

30 
50 

30 
50 

30 
50 


4' 0" 
5'0" 

4' 0" 
5'0" 

6' 0" 

7 0" 

6' 0" 
7' 0" 

7' 0" 
8' 0" 

7 0" 
8' 0" 

7' 0" 
8' 0" 

8' 0" 
8' 0" 


3100 
4000 

5400 
6500 

8000 
9200 

10500 
11800 

13000 
14400 

20700 
22300 

26000 
28000 

32300 
35000 


7" 

7" 

8" 
8" 

9" 
9" 

10" 
10" 

10" 
10" 

10" 

10" 

10" 
10" 

12" 
12" 


4' 0" 
4'0" 

4' 6" 
4' 0" 

5'0" 
5'0" 

5' 0" 
5' 0" 

5' 0" 
5' 6" 

5' 6" 

5' 6" 

5' 6" 
5' 6" 

6' 0" 
6' 0" 


30 
30 

30 
30 

35 
35 

40 
40 

40 
40 

45 
45 

50 
50 

55 
55 


30 
30 

30 
30 

30 
30 

35 
35 

40 
40 

45 
45 

50 
50 

50 
50 



Chicago — Joseph T. Ryerson & Son — New York 



ii y« 



1 ) A T A 



B JILDINGS A N D B K I D G E S 



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\ So M N I w Y .. K K 



DATA-BOILERS AND T A N K S 1201 
SINGLE RIVETED LAP JOINTS 




T. S.— 55,000 pound 



2,000 pounds. 



Thickness 

of 

Plate 

Inches 


Diameter 

of 

Cold Rivet 

Inches 


Maximum 
Diameter 


Efficiency 


Pitch 
of 


Gauge 
"A" 
Inches 


of 

Rivet Hole 

Inches 


in 
Per Cent 


Rivets 
Inches 


ft 


H 


ft 


60.8 


1ft 


if 


ft 


Vi 


ft 


60.8 


1ft 


* X 


ft 


5 A 


58.3 


m 


h 


}'i 


Vs 


n 


59.2 


1H 


1& 


*ft 


% 


H 


59.2 


1H 


i& 


'i 


H 


u 


58.6 


1H 


VA 




u 


58.6 


Hi 


m 


* 1JL 


H 


Ji 


58.8 


2% 


ift 


*Vs 


H 


A 


57.6 


2V S 


ift 


3 A 


.'8 


H 


58.3 


2H 


1H 


*ii 


% 


H 


57.6 


2% 


1H 


*ft 


H 




57.7 


2V % 


1H 


ft 


l 


ift 


56.4 


2ft 


1H 


*H 


l 


ift 


56.4 


2ft 


1H 


*H 


l 


ift 


54.8 


2M 


1H 


H 


l 


ift 


51.7 


2& 


1H 


ft 


l 


ift 


48.7 


2M 


m 


H 


l 


ift 


46.1 


2H 


1H 


V s 


m 


ift 


48.6 


2M 


m 


ft 


m 


ift 


46.3 


2M 


m 


m 


ift 


44.2 


2M 


Iff 


8 


l% 


ift 


42.3 


2If 


if! 


VA 


ift 


40.5 


2M 


Iff 



*Designed and Recommended by Hartford Stm. Blr. Insp. and Ins. Co. 

SINGLE RIVETED LAP GIRTH JOINTS 

Designed and Recommended by Hartford Stm. Blr. Insp. and Ins. Co. 

For use when Rivets of same diameter are used in Girth and Longitudinal Joints. 

Diameter of Cold 

Rivet, Inches H ft 5 A tt H H A tt 1 1ft M 1ft M 

Maximum Diameter of 

Rivet Hole, Inches.. &KftKttH&l 1A W 1A IK 1ft 
Pitch of Rivets "P," 

Inches \% IK VA 2 2A 2% 2*A 2 ft 2H 2% 2% 3 A 3J* 

Gauge "A," Inches... A H Ift Hs IM 1ft 1ft 1H 1H 1H lyf U* 2 

Refer to other tables for Longitudinal Joints. 
Chicago — Joseph T. Ryerson & Son — New York 



1202 



!) A T A 



15 O I L E K S A M D i A N K S 



DOUBLE RIVETED LAP JOINTS 




T. S.— 5.5,000 pounds. 



S. S.— 12.000 pounds. 



Thickness 

of 

Plato 

Inches 



Diameter 

of 

Cold Rivet 

Inches 



Maximum 
Diameter 

of 

Rivet Hole 

Inches 



IA 
I A 
Ift 

IA 
I A 
I A 
I A 
I A 

1A 

| 

1A 
1A 



Efficiency 

in 



75.0 
75.0 
73.6 
71.8 

72.0 
71.8 
71.8 

7J.(i 

71 7 

70 
70.0 
70.0 

70.3 
70.4 

n 4 

60.2 

57.7 
60.8 
58.5 
56.3 
M 3 



Pitch 

of 

Rivets 
..p.. • 

Inches 



2% 
2A 

2A 

2A 

ifi 

3 

8 
3 

a 



Space 

"A" 
Inches 



(Jauee 
Inches 



H 



'Designed and Recomim ndi -i l<> Hartfonl Stm. Blr. Inap. and Ins. Co. 



t it l ■ \ .. <■ J OIII n I • R I 



N i w Vol I 



DATA— BOILERS AND TANKS 1203 
TRIPLE RIVETED LAP JOINTS 




T. S.— 55,000 pounds. 








S. S— 42,000 pounds. 


Thickness 

of 

Plate 

Inches 


Diameter 

of 

Cold Rivet 

Inches 


Maximum 
Diameter 


Efficiency 


Pitch 
of 


Space 


Gauge 


of 

Rivet Hole 

Inches 


in 
Per Cent 


Rivets 
"P" 
Inches 


"A" 
Inches 


"B" 

Inches 


A 


X A 


& 


78.5 


tVs 


m 


Vs 


7 
S3 


Vz 


_»- 


78.5 


V/s 


m 


Vs 


Vi 


Vi, 


^ 


78.5 


m 


m 


Vs 


*H 


& 


^ 


78.2 


2Vs 


m 


15. 
16 


* A 


& 


^ 


78.2 


m 


IH 


B 


& 


Vs 


H 


77.0 


3 


Ws 


1A 


* A 


Vs 


H 


77.0 


3 


V4 


1A 


* H 


Vs 


16 


77.0 


3 


m 


1A 


* 5-8 


% 


H 


75.0 


m 


2Vs 


1& 


*M 


% 


H 


75.0 


3M 


m 


1A 


* IT 


% 


% 


75.0 


3H 


m 


1A 


7 
T6 


Vs 


H 


75.0 


3H 


Ws 


Iff 


* H 


Vs 


If 


75.0 


2H 


Ws 


i 


*3^ 


Vs 


H 


75.0 


3K 


2Vs 


H 


Vs 


H 


75.0 


3M 


m 


lit 


A 


Vs 


13 
16 


74.9 


3M 


m 


iff 


g 


1 


liV 


75.0 


iX 


2H 


lit 


Vs 


1 


1A 


75.0 


iX 


2H 


1M 


21 
32 


1 


lA 


72.8 


4U 


2H 


1H 


11 

18 


1 


l^ 


69.5 


m 


2H 


m 


M 


1 


lA 


66.4 


4M 


2H 


Iff 


% 


13^ 


lA 


71.2 


iU 


m 


Iff 


M 


lVs 


1A 


68.3 


4M 


O 1 3 

2t6 


1ft 

Iff 


13 
16 


m 


1A 


65.7 


m 


013 

^"16 


21 

32 


IVs 


lA 


63.3 


4M 


2tl 


m 


% 


1M 


1A 


70.8 


5 


2Vs 


i» 


If 


1M 


1A 


68.4 





IVs 


lli 


T¥ 


1M 


1A 


66.1 


5 


2Vs 


Iff 


& 


1M 


1A 


63.9 





m 


iff 


1 


1M 


1A 


62.0 





Ws 


i» 



*Designed and Recommended by Hartford Stm. Blr. Insp. and In3. Co. 
Chicago — Joseph T. Ryerson & Son — New York 



120 1 



DATA— BOILERS A N L> T A N K S 



DOUBLE RIVETED BUTT JOINTS 




T. H— 55 .000 pounds. 
C. S — 95,000 pounds. 



Sinclc 8. S.— 42,000 pounds. 
Double S. S— 78,000 pounds. 







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'I>««Kmxl an.l I I l.y Hartford Stm. Hlr. Inap. and Ins. Co. 



Chicago — Jo S E fr ■ I ' . KtiIIOI I Bo ■ — New V o t k 



DATA— BOILERS AND TANKS 1205 
TRIPLE RIVETED BUTT JOINTS 




\~T 



T. S— 55,000 pounds. 












Single S. S.— 42,000 pounds. 


C. S.— 95,000 pounds. 






Double S. S — 


78,000 pounds. 


S 




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88.0 


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87.7 


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% 


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86.1 


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113. 
132 


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% 


ft 


86.6 


7 


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N 


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85.8 


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% 


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ft 


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84.5 


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8 


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84.1 


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■132 


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82.8 


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2^3 


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203^ 


% 


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82.2 


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m 


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203^ 


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82.5 


m 


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m 


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82.0 


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VA 


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Mi* 


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W% 


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81.7 


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80.1 


m 


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4^ 


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*i_a_ 


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lis 


80.0 


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m 


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13^8 


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ft 


' *1^ 


m 


1* 


79.1 


8M 


4^ 


2ft 


2U 


4H 


14^/4 


243^ 


ft 



NOTE— All but Items marked ( 
Insp. and Ins. Co. 



') Designed and Recommended by Hartford Stm. Blr. 



C h ic ago — Jo seph T. Ryerson & Son-New York 



1206 D A T A 



BOILERS A N 



T A N K S 



QUADRUPLE RIVETED BUTT JOINTS 




T.S.- 


-55,000 lbs. 


S.— 05.000 lb^ 


. Sinelo 8. P.— 12,000 lbs 


Double S. 


9,-78,000 Km. 


"8: 1 


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.wked ( 
Imp. *mi In.- 



) Deaigoed and Recommended 1 >y II.u-tf.ird Stm. Blr. 



t n i . a go — Joseph T. Ryerson 



Son — New York 



DATA— BOIL E RS AND TANKS 1207 



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Chicago — Joseph T. Ryerson & Son — New York 



1208 I) A T A —BOIL I. 1< S A N I) TANKS 





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(mi. i ) i- H i Im v Yon 



DATA 



BOILERS AND TANKS 1209 



STRENGTH OF BOLTS, STAYS AND SUSPENSION 
RODS AT REDUCED AREA 



Diam. 

of 

Bolt 


Diam. 

at 
Root 

of 
Thread 


Area 

at 

Root 

of 

Thread 


No. 

of 

Thread 

per 

Inch 


Unit Stress per Square Inch 


6000 
Lbs. 


7000 
Lbs. 


7500 
Lbs. 


8000 
Lbs. 


9000 
Lbs. 


10000 
Lbs. 


12000 
Lbs. 


K 


.185 


.0269 


20 


161 


188 


201 


215 


242 


269 


322 


A 


.240 


.0452 


18 


271 


316 


339 


361 


406 


452 


542 


Vs 


.294 


.0678 


16 


406 


474 


508 


542 


610 


678 


813 


A 


.344 


.0930 


14 


558 


651 


697 


744 


837 


930 


1116 


y 2 


.400 


.1257 


13 


754 


879 


943 


1005 


1131 


1257 


1508 


A 


.454 


.1619 


12 


971 


1133 


1214 


1295 


1457 


1619 


1942 


^8 


.507 


.2019 


11 


1211 


1413 


1514 


1615 


1817 


2019 


2422 


H 


.620 


.3019 


10 


1811 


2113 


2264 


2415 


2717 


3019 


3622 


y$ 


.731 


.4197 


9 


2518 


2937 


3147 


3357 


3777 


4197 


5036 


i 


.837 


.5502 


8 


3301 


3851 


4126 


4401 


4951 


5502 


6602 


ih 


.940 


.6940 


7 


4164 


4858 


5205 


5552 


6246 


6940 


8328 


IM 


1.065 


.8908 


7 


5344 


6235 


6681 


7126 


8017 


8908 


10689 


m 


1.160 


1.0568 


6 


6340 


7397 


7926 


8454 


9511 


10568 


12681 


m 


1.284 


1.2950 


6 


7770 


9065 


9712 


10360 


11655 


12950 


15540 


iy* 


1.389 


1.5152 


5H 


9091 


10606 


11364 


12121 


13636 


15152 


18182 


m 


1.491 


1.7460 


5 


10476 


12222 


13095 


13968 


15714 


17460 


20952 


m 


1.616 


2.0510 


5 


12306 


14357 


15380 


16408 


18459 


20510 


24612 


2 


1.712 


2.3020 


m 


13812 


16114 


17265 


18416 


20718 


23020 


27622 


2H 


1.962 


3.0235 


VA 


18141 


21164 


22676 


24188 


27211 


30235 


36284 


m 


2.176 


3.7187 


4 


22312 


26030 


27890 


29749 


33468 


37187 


44622 


2% 


2.426 


4.6225 


4 


27735 


32357 


34668 


36980 


41602 


46225 


55474 


3 


2.629 


5.4284 


VA 


32570 


37998 


40713 


43427 


48855 


54284 


65140 


3>i 


2.879 


6.5099 


VA 


39059 


45569 


48824 


52079 


58589 


65099 


78110 


3H 


3.100 


7.5477 


3M 


45286 


52833 


56607 


60381 


67929 


75477 


90578 


3M 


3.317 


8.6413 


3 


51847 


60489 


64809 


69130 


77771 


86413 


103692 


4 


3.567 


9.9930 


3 


59958 


69957 


74947 


79944 


89937 


99930 


119915 


4^ 


3.798 


11.3292 


2H 


67975 


79304 


84969 


90633 


101963 


113292 


135956 


VA 


4.028 


12.7429 


2% 


76457 


89200 


95571 


101943 


114686 


127429 


152910 


4% 


4.256 


14.2264 


2y s 


85358 


99584 


106698 


113811 


128037 


142264 


170714 


5 


4.480 


15.7633 


2y 2 


94579 


110343 


118224 


126106 


141869 


157633 


189156 


5>i • 


4.730 


17.5717 


VA 


105430 


123002 


131787 


140574 


158145 


175717 


210869 


VA 


4.953 


19.2676 


2% 


115605 


134873 


144707 


154141 


173408 


192676 


231210 


m 


5.203 


21.2617 


2% 


127570 


148831 


159462 


170093 


191355 


212617 


255141 


6 


5.423 


23.0977 


2H 


138586 


161683 


173232 


184781 


207879 


230977 


277170 



The above table is based on U. S. Standard Threads. 
For list of nuts and bolts in stock, see Section 5. 



Chicago — Joseph T. Ryerson & Son — New York 



1210 DATA— BO I 



I. R S A N I) T A N K S 



STANDPIPE PROPORTIONS 

THICKNESS OF METAL AND STYLE OF VERTICAL JOINTS FOR 
DIFFERENT DIAMETERS AND HEIGHTS 



220 

a i s 

210 
205 
200 

180 

170 
1«0 

150 

II.', 
140 

£ 130 

S 126 

z 1_'0 

' 115 

x 1 10 

§ 105 

Bfi 

7', 
7(1 

i ■ 
I 

50 
4.", 
40 




Q\5a> : 



III 11 1-' 1 '. 11 IS Ifl 17 IS 1 
DIAMETER OF 



B 20 

STAN 



ta ji 

FEET 






pipe to be not leea than two- 

. . with j. pints sinylr riveted 

radpipe of 20 feel diameter by 140 fe 
Inen plate, with vertieal joint* (butt strapped and triple 

..-.I wMiilil Ivc- ,. inch plate, 
with triple riveted lap joints, followed bj 10 feel "f ' _■ Inch, 18 feet 

inch. | 

■ lnu:it<'.l 

weighl i ol il ni'l: 



Chi. I 






I W V M R K 



DATA 



BOILERS AND TANKS 1211 



WEIGHTS OF STANDPIPES FOR DIFFERENT 
DIAMETERS AND HEIGHTS 

IN TONS OF 2,000 POUNDS 



.a 

It U 
SJ3 " 


Inside Diameter in Feet 




10 


11 


12 


13 


14 


15 


16 


17 


18 


19 


20 


3.41 


3.74 


4.10 


4.49 


4.87 


5.28 


5.65 


6.04 


6.44 


6.89 


25 


4.12 


4.52 


4.94 


5.40 


5.84 


6.33 


6.76 


7.21 


7.68 


8.20 


30 


4.83 


5.29 


5.78 


6.30 


6.82 


7.37 


7.87 


8.38 


8.91 


9.51 


35 


5.54 


6.06 


6.61 


7.21 


7.78 


8.42 


8.97 


9.55 


10.15 


10.82 


40 


6.25 


6.83 


7.45 


8.11 


8.76 


9.46 


10.08 


10.72 


11.38 


12.13 


45 


6.96 


7.61 


8.29 


9.02 


9.73 


10.51 


11.19 


11.89 


13.13 


13.99 


50 


7.67 


8.38 


9.13 


9.92 


10.71 


11.55 


12.30 


13.55 


14.88 


15.84 


55 


8.38 


9.15 


9.96 


10.83 


11.68 


13.02 


13.86 


15.20 


16.62 


17.70 


60 


9.09 


9. '93 


10.80 


11.73 


13.04 


14.49 


15.43 


16.86 


18.99 


20.23 


65 


9.80 


10.70 


11.64 


13.00 


14.41 


15.96 


16.99 


19.09 


21.12 


22.49 


70 


10.51 


11.47 


12.82 


14.27 


15.77 


17.43 


19.09 


21.11 


23.25 


25.66 


75 


11.22 


12.56 


14.00 


15.54 


17.14 


19.39 


20.99 


23.13 


26.23 


28.52 


80 


11.93 


13.65 


15.18 


16.81 


18.96 


21.19 


22.90 


25.94 


28.92 


31.38 


85 


12.93 


14.74 


16.36 


18.49 


20.62 


22.98 


25.55 


28.49 


31.61 


34.24 


90 


13.92 


15.82 


17.91 


20.04 


22.28 


25.46 


27.96 


31.04 


34.30 


38.08 


95 


14.92 


16.91 


19.35 


21.59 


24.56 


27.73 


30.37 


33.59 


37.86 


41.48 


100 


15.91 


18.33 


20.78 


23.14 


26.66 


30.00 


32.78 


36.96 


41.03 


45.03 


105 


16.91 


19.65 


22.22 


25.27 


28.76 


32.27 


35.94 


39.97 


44.20 


48.86 


110 


18.20 


20.98 


24.18 


27.23 


30.86 


35.24 


38.79 


42.98 


47.94 


52.69 


115 


19.41 


22.30 


26.00 


29.19 


32.96 


37.93 


41.64 


46.51 


51.52 


57.43 


120 


20.90 


24.10 


27.82 


31.15 


35.66 


40.62 


44.98 


49.92 


55.95 


61.81 


125 


21.80 


25.78 


29.64 


33.11 


38.13 


43.31 


48.22 


53.32 


60.05 


66.19 


130 


23.00 


27.46 


31.46 


35.63 


40.59 


46.45 


51.43 


57.51 


61.15 


71.25 


135 


24.68 


29.14 


33.28 


37.93 


43.06 


49.50 


55.38 


61.40 


68.76 


76.31 


140 


26.27 


30.82 


35.60 


40.24 


45.93 


52.54 


59.07 


65.29 


73.38 


81.37 


145 


27.76 


32.50 


37.75 


42.54 


48.72 


56.26 


62.75 


69.68 


77.99 


86.43 


150 


29.30 


34.65 


39.89 


45.23 


51.50 


59.73 


66.92 


74.07 


82.61 


92.27 


155 


30.84 


36.63 


42.04 


47.83 


54.91 


63.21 


71.09 


78.46 


87.22 


97.73 


160 


32.38 


38.62 


44.54 


50.44 


58.10 


67.16 


75.26 


82.85 


92.63 


103.18 


165 


34.34 


40.60 


46.97 


53.04 


61.29 


71.10 


79.43 


87.55 


97.68 


109.67 


170 


30.17 


42.59 


49.39 


56.21 


64.48 


75.05 


83.60 


92.36 


102.74 


115.95 


175 


37.99 


44.89 


51.82 


59.20 


68.08 


79.00 


89.05 


97.17 


108.74 


122.23 


180 


39.82 


47.14 


54.76 


62.18 


71.67 


82.95 


92.61 


101.98 


114.55 


129.29 


185 


41.64 


49.38 


57.54 


65.55 


75.27 


86.89 


97.18 


107.69 


120.36 


136.09 


190 


43.76 


51.63 


60.31 


68.93 


78.86 


91.45 


101.74 


113.23 


126.88 


142.89 


195 


45.82 


53.97 


63.09 


72.30 


82.46 


95.77 


107.16 


118.77 


133.16 


150.90 


200 


47.89 


56.58 


66.24 


75.68 


86.26 


100.09 


112.43 


124.97 


139.44 


158.51 


205 


49.95 


59.15 


69.39 


79.05 


90.19 


104.41 


117.70 


130.95 


146.80 


166.13 


210 


52.02 


61.71 


72.55 


82.43 


94.11 


109.49 


122.96 


136.93 


153.81 


174.64 


215 


54.51 


64.28 


75.70 


86.29 


98.03 


114.49 


128.83 


143.92 


160.82 


182.76 


220 


56.87 


67.21 


78.85 


89.96 


101.90 


119.49 


134.50 


150 . 60 


168.64 


191.37 



Note. — Weights are approximate, and are calculated according to 
design taken from curves on page 1210. All courses figured five (5) 
feet high. Weights include laps, necessary rivets, top and bottom 
angles and ladder, but do not include cover, or anchor bolts and 
lugs. 



Chicago — Joseph T. Ryerson & Son — New York 



1212 



I) A T A 



B O I l E R S A N D T A N K S 



WEIGHTS OF STANDPIPES FOR DIFFERENT 
DIAMETERS AND HEIGHTS 

CONTINUED 
IN TONS OF 2,000 POUNDS 





Imam Dumu in hn 


X 


so 


21 


22 




N 


25 


86 


j 7 


a 




30 


20 

30 
35 
40 

45 
50 
55 
60 
65 

70 
75 
80 
85 
90 

95 
100 
105 

110 
115 

120 
125 
130 
I3S 
140 

145 
150 
155 
160 
165 


7 30 
8.68 
10.05 
11.43 

12 M) 

14 75 
16.70 
19 36 
21.73 
24.10 

27 34 
30.22 
33 11 
37.02 
40.46 

43.89 
47 94 
51.81 
56.62 
61.03 

66.32 
71.60 

82.17 
87.46 

93.59 
99.29 
106 03 
112.58 
119.13 

120 63 
133.63 

1411 71 
149.10 
167 00 

165.00 
178.91 

182 4ii 
191 39 

no u 


8.09 
1 51 

10 97 
12.41 
14.45 

16 49 
18.53 
21 28 
23.70 
27.12 

30.14 
33 16 
37.31 
40.91 
44.50 

48.77 
52 82 
57 85 
62 46 
67.97 

73.47 
78.98 
84.48 
90.97 
96.91 

103 m'. 
109 oo 
116 72 
123 64 

131.35 

138 75 
147 58 
156 s7 
1M 16 
171 66 

181 60 

191 85 
201 22 
210 69 
221 51 

sa\ 00 


8.53 

10 (M 

11 54 
13.05 
15 18 

17 11 
SO 21 
22 81 

26 32 
29.48 

32.03 
36.98 
40 74 
44.50 
4. Hj 

53.20 
58.46 
63 27 
69.00 
74.73 

80.45 
86.18 
02 '.'7 
99.16 
105.35 

112.68 
110.77 

127 '.il 
136.61 
143.31 

152.54 
161 16 
170.97 
180 18 
190.01 

191 77 
200 63 


8.99 
10.66 
12 13 
13.70 

15.93 

18.15 
21.18 
23.89 
27 57 
30.86 

34.15 
38 74 
42.66 
47.32 
51.73 

57.22 
62 24 
68 19 

74 14 
80.07 

86.04 
93.13 
99.57 
106.00 
113.61 

120.97 
139 47 
137.47 

147 07 
150 03 

165.64 
177) 22 
184 80 
196 02 
106 l" 

117 M 


16 

11 1(1 

li' 74 
16 07 
17.40 

20.57 
83.41 

27 32 
30.80 
34 27 

39 14 
43.30 
48 20 

5S . 04 

63 92 
70 16 

70 57 
82 90 

86.77 

103.60 
111.70 

119.54 
127.37 

136.41 
144 93 
155 21 
164 77 
175 69 

Is:. 91 
196 M 
207 62 
21s 43 

231 14 

Ml U 


9.92 
11 63 
13 33 
15 75 
18.17 

21 50 
24 45 
28 52 
32 13 
35 73 

40 83 

45 16 

60 20 
66 n7 

61.12 

66.60 
73.15 
79.69 
86.24 
94.08 

101.16 
109.55 
117.66 
125.76 
135.15 

143.98 
154.65 
104 54 
175.87 
186 i'< 

197.83 

231 in 

234 54 


10 40 

11 17 
11 94 

16.45 
18.96 

88.48 

25 50 
29.74 
33.48 
38.80 

43.30 
48 61 
53.60 
59.87 

72 33 
79.10 
85.87 
94.03 
101.36 

108.89 
117 37 
125.74 
135.47 
144.40 

155 64 
166 ^7 
177 86 
188 68 

in n 

238.35 


10.89 
U 7. 
14 18 

17 .17 
20.77 

23.95 
2s 87 
S3 25 

36.13 
41.66 

46.32 
51.82 
58.36 
64 24 
71 81 

78.22 
85.21 
93.67 

101 24 
108.81 

117.78 
136.42 

136 49 
145 92 
157.38 

100 ss 

198 M 

204 '.mi 
2 is 06 

232 33 


11 37 
13 27 
18 97 
is m 
22 41 

25 70 
30.30 
34.31 
40.07 
44.89 

50.59 
55 94 
62 73 
68 82 
76.03 

83.25 
90 46 
99.22 
107.03 

110.31 

125.22 
135.64 
146.87 
157.21 
169.83 

1S1.50 
198 '.'4 
206 2 s 

22(1 '.U 


11 89 

16.67 

19 48 

81 :o 

27.54 
32.35 
36.53 
42.53 
47.53 

53.48 
60.58 
66 94 
74.52 
82.10 

89.68 
98 91 
1(17 12 
116 87 
126.26 

137.25 
147.50 
160.01 
173.33 
185.65 

198.77 
211 7s 
227 86 

241 77, 


12 39 

14 43 
17.33 
20.23 
24.66 

29 64 
33.96 
40 SO 
45 36 
51.53 

57 29 
64 63 
72 43 
80 83 

88.03 

97 56 
106.01 
116.08 
128 71 
137.06 

147 01 
160.54 

17:5 45 

iso u 

198.86 

213 03 
239 iki 

243 91 


170 






175 








180 










1-.'. 






















105 
MO 






























110 


















116 


















m 





















Note. — Weight* an ipproadniAte, ind an itsJirnlatarf ■ae o w Ha g to 

dOBJgB taken from curves OO pAgl 1-10. All 0OUIBM figUlod five 

feet high, weights include laps, oeeeAMry rivets, tea and bottom 

nngke ind ladder, but do not include OOfOr, or anchor bolts and 



( II 



r n T 



K v i | 



\ ■ \\ Vnk K 



DATA— BOILERS AND TANKS 1213 
SIZES AND SPACING OF RIVETS FOR 

FORGED STEEL BOILER FLANGES 

ACCORDING TO ORDINARY PRACTICE 



Size 


Outside 


Thick- 


Diam- 


Diam- 


Num- 


Pitch 


Diam- 


Diam- 




Pitch 


of 


Diam- 




eter of 


eter of 




of 


eter of 


eter of 




of 


Flange 


eter 




Rivet 


Rivet 


Rivets 


Rivet 


Rivet 


Rivet 




Rivet 


Inches 


Inches 




Inches 


Circle 






Inches 


Circle 






3 4 


6 


5 

16 


H 


4.-5- 

^16 


8 


x 16 


5 A 


m 


6 


9^- 

^16 


1 


6 


15 
16 


y?, 


4_§_ 

^16 


8 


IH 


% 


Q15. 
°16 


6 


9J- 

^16 


IK 


6^ 


5 
16 


y 


4.13. 
*16 


8 


m 


% 


^16 


6 


2ft 


iy?, 


7 


% 


% 


4.15. 
^16 


8 


m 


% 


4_9_ 
^16 


6 


2% 


2 


8 


% 


% 


m 


10 


V/h 


% 


5ft 


8 


on 
*16 


2 l A 


sy 


% 


% 


6^ 


10 


^3 2 


% 


6ft 


8 


2'% 


3 


9 


% 


% 


°16 


10 


9-3- 

^16 


% 


6ft 


10 


9-i- 

•^16 


w, 


w, 


ft 


% 


7J- 

' 16 


12 


m 


% 


7-i- 

« 16 


10 


2^ 


4 


10 


_7_ 
16 


% 


71A 

* 16 


12 


2^ 


3 4 


7_9_ 

' 16 


10 


2H 


4^ 


10^ 


H 


% 


s^ 


12 


2Ks 


V* 


7H 


10 


2ft 


5 


113/2 


L A 


% 


Q-i- 

u 16 


12 


2^/8 


V* 


8U 


10 


sw* 


6 


12H 


y?, 


% 


10ft 


14 


214 


Vh 


nil 

y 16 


12 


23/2 


7 


14 


% 


u 


lift 


16 


214 


v* 


lift 


14 


2^ 


8 


15 


Vs 


% 


12^ 


18 


9-3- 
^16 


% 


12ft 


16 


2% 


9 


16 


u 


% 


13ft 


16 


2 5 ^ 


1 


12H 


16 


2y 2 


10 


17^2 


u 


% 


14+* 


18 


2ft 


1 


14ft 


16 


Oil 
^16 


12 


20 


13 
16 


% 


17ft 


20 


2^ 


1 


l«tt 


18 


015 

•^16 



SIZES AND SPACING OF RIVETS AND BOLTS FOR 

PRESSED STEEL PIPE FLANGES 

ACCORDING TO ORDINARY PRACTICE 

LD 



CD 

T 

y/A \ iw 



*P//A ! WA 



jr 



B.C. 



O.Q 



LD. 


0. D. 


T. 


H. 


B.C. 


Bolts 


Rivets 


Size 


No. 


Size 


No. 


G. 


12 


16K 


% 


2H 


14% 


y 


16 


5 A 


20 


m 


14 


1814 


% 


zy 


1634 


y 


18 


% 


22 


m 


16 


2014 


% 


2% 


1834 


y 


20 


% 


24 


m 


18 


22** 


7 

16 


2% 


21 


H 


22 


% 


24 


IH 


20 


24?/ 8 


_7_ 

16 


2% 


23 


% 


24 


% 


28 


W 


22 


26?4 


7 
16 


2% 


25 


% 


26 


V* 


30 


1M 


24 


294 


V?. 


3 


27y 


% 


28 


'A 


30 


m 


26 


3P4 


y 


3 


29y 


U 


30 


Vh 


32 


m 


28 


3334 


y 


3 


31 y 


3 4 


32 


V* 


36 


m 


30 


35M 


X 


3 


337 3 


U 


34 


Vs 


38 


m 



All dimensions in inches. 
Chicago — Joseph T. Ryerson & Son — New York 



1*14 D A l A -SOILE R S A N D I A M K S 

STANDARDS FOR DRILLING PIPE FLANGES 
AND FITTINGS 

ACCORDING TO SCHEDULES ADOPTED 

A. S. M. E. AUGUST, 1894 
LEADING MANUFACTURERS. JUNE. 1901 



... A 




A 


D 

DlAMKTKK 


T 
Tmcuran 


C 

Bolt Cm U 


NlMBER 

Bolts, 


Diameter 
of Bolts, 


Length 
of Bolts, 




01 1 LAMB . 


Of Flange, 


DlAMETER, 




Pm 


Pressire 






Pmh i u 


-i u 


SI KE 






Pipe 


















= 


g.l « 


JO ■ S I £ r 








z - ' B o S3 Q C \. B o O 








-r ;^-C-— ^_= = ^r 




::- 


■- — = ~ 

' - ri 


i- 


.- — 


s 


_- 


r- 8 p 


- 




— c 

s 


_j^ 


'- n 


2 







';'.• 




N 








5 


4 


4 




H 














7 








l 




5H 




4 


4 




% 






VA 




3 




■ \ 








IM 




G 




4 


B 


'-• 










3 


8M 






B 




1) 






7 


7'4 


4 


8 


'-• 


X 








3>4 


4 






10 




fl 


1'4 




7H 




4 


8 






3 4 














ton 




H 






7 3 4 




8 


8 


^ 


3 4 






3 


3H 


5 




10 


n 






1 - 




8M 


'■", 


8 


8 




S 4 






3 







ii 


i." . 




l 






9H 


Ii.'. 


8 


IS 




S 4 


3 4 




3 


SN 


7 




il",h 








10*4 


11". 




IS 




S 4 








1 


8 










1 ■ 




nu 


I ; 


- 


12 


- 










IX 






16 


16 










13*4 


u 


1.' 


12 


• 




;: 






4», 


in 




16 


17H 










14'4 




12 


it 


>4 










a 




19 


20 






- 




17 




IS 


16 


S 4 


- 


■:: 








14 




SI 






i • 






m 


so 


IS 


20 


7 * 








5'4 


u 










M 






.'l 


1G 


20 


> 


1 


l 


3 J 4 


«H 




M 














21>4!22) 


16 


20 




1 


l 




4', 5! 


U 
















Ifl 


24 


1 


\H 


l 


4 


4 S 4 


1 


20 
















24 


1 








1 


















20 




1 


IM 


IH 








M 








20 


2s 


1 


i ' i 


i'» 


4' 4 Hi 








i . 




• i ' ; ••> ' . 


24 


32 


1 




i'« 




7 










28 


32 


1 


i'« 






7'4 






IH 


n 






i - 






ftk 






• 




i 1 * 




• 


32 




1»» l'> 




5 


















36 




1 ; 1 












2 


s 


41 




! . | 







Ciicaoo fours l . R 



n ; i u Vurk 



DATA— BOILERS AND TANKS 1215 



ALLOWANCE FOR DOME PLATES 



•Dome Diameter 



Allowance 
Jr 



The following table gives the rise or versed sine (shown as "allow- 
ance" in illustration) which should be added to the dome height 
and flange width to determine width of sheet r equired. The allow- 
ances given are found by the formula A = -Jr 2 — ^ in which "c" 
is the dome diameter or chord of the arc and "r" is one-half the 
shell diameter. Figures given are correct within one-thirty-second 
of an inch. 





Diameter of Shell in Inches 


of Dome 


30 


36 


42 


44 


48 


54 


60 


66 


72 


7S 


84 


90 


96 


20 


Ol3 

6 


3 
4& 


2V 2 
6A 


2V 8 

4M 
5 

6K 


9-3- 

m 
m 

±V2 

sy 8 


















22 


















24 


Ol3 

3^ 

6 

6K 

m 
















26 
















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Chicago — Joseph T. Ryerson 



Son — New York 



1216 



n a r a 



BO] L 



K S A N 1) T A N K S 



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(iiicago — Josini I . Iv ^ i I >\ V c k k 



DATA— BOILERS AND TANKS 1317 



BOILER HEAD DESIGN 



ACCEPTABLE TO THE HARTFORD STEAM BOILER INSPECTION AND 
INSURANCE COMPANY 




SHELL, 48 INCH DIAMETER 26 TUBES 4 INCH DIAMETER 




SHELL. 54 INCH DIAMETER 36 TUBES, 4 INCH DIAMETER 

Chicago — Joseph T. Ryerson & Son — New York 



1218 I) A T A — B O 1 I- E K S A N 1) T A N K 
BOILER HEAD DESIGN 

CONTINUED 




I 
SHELL. 60 INCH DIAMETER 48 TUBES. 4 INCH DIAMETER 




SHELL. 66 INCH DIAMETER 54 TUBES. 4 INCH DIAMETER 

Chicago — Joseph T . H v t » - s — N I w York 



DATA— BOILERS AND TANKS 1319 
BOILER HEAD DESIGN 

CONTINUED 



Levels 



For Grge 
Cocks. 



■£mmm 






QOOBOG 

OGOBOO 






§&&&3&&OQ®&& 






agate® 






SHELL, 72 INCH DIAMETER 70 TUBES. 4 INCH DIAMETER 




SHELL, 78 INCH DIAMETER 88 TUBES, 4 INCH DIAMETER 

Chicago — Joseph T. Ryerson & Son — New York 



1220 D A I A 



BOILERS AND T A X K S 



H. T. BOILER SETTING 

ON LUGS AND WITH FLUSH FRONT 

ACCEPTABLE TO THE HARTFORD STEAM BOILER INSPECTION AND 
INSURANCE COMPANY 






' '■ I--— - : :- *' » 














; - -:.:..;:. • 


1 * 3*1 * ] So »ii 




(' II I ' I .. • I Iff I! I . K \ 1 k - N 1 \V V (i K K 



DATA— BOILERS AND TANKS 1331 
H. T. BOILER SETTING 

CONTINUED 
ON HANGERS AND WITH FLUSH FRONT 




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Chicago — Jose-ph T. Ryerson 



Son — New York 



1222 I) A T A — D I L E B S A N I) T A N K S 
H. T. BOILER SETTING 

CONTINUED 
ON HANGERS AND WITH OVERHANGING FRONT 











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Cmicaoo— Joiiri i R niton I Bom — Ni« Vurk 



DATA— BOILERS AND TANKS 12SS 
H. T. BOILER SETTING 

CONTINUED 
ON LUGS AND WITH OVERHANGING FRONT 




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Chicago — Joseph T. Ryerso 




Son — New York 



1**4 DA l A — BO] I. i. B S A N U l A N K S 

TYPICAL BOILER PLATE SPECIFICATIONS OF THE 

HARTFORD STEAM BOILER INSPECTION 

AND INSURANCE COMPANY 

Shell plates shall be of Open Ik-art h Fire Box Steel, having a 
tensile strength of not less than 55,000 pounds, nor more than 
62, <KM) pounds per Square inch of section, and an elastic limit of not 
lees than half the tensile strength, with not less than 56 per cent of 
ductility as indicated by contraction of area at point of fracture 
under test, and by an elongation of 25 per cent in a length of eight 
inches. 

Each shell plate is to bear a coupon which shall be sheared off, 
finished up and tested by, or for, the maker of the boiler, at his 
expense. Each coupon is to fulfill the foregoing requirements as 
to strength and ductility, and stand bending down double when 
cold, when red hot, and after being heated red hot and quenched in 
cold water, without signs of fracture. There is not to be more than 
.035 per cent of sulphur, nor more than .035 per cent of phosphorus 
in the chemical composition of the plates and heads. All plates 
failing to pass these tests will be rejected. All tests and inspections 
of material may be made at the place of manufacture prior to ship- 
ment. Certified copies of report of said tests must be sent to the 
Hartford Steam Boiler Inspection and Insurance Company, ami In- 
approved, before any work is done on the boiler. 

Heads shall be of best Open lb-ait h Flange Steel. 

All plates both (tf shell and heads are to be plainly stamped with 
name of maker, brand and tensile strength; br:ui«ls BO located that 
they ii. on each plate after the boiler is finished. 

RULE FOR ASCERTAINING SAFE WORKING PRESSURE OF 
BOILERS. SHELLS, CYLINDERS OR TANKS 

Multiply the ultimate tensile strength of the plates by the thick- 

[n decimal of an inch and this product by the efficiency of the 

joint. Divide this product by one-half the inside diameter or radius 

of the shell and the n-.-ult i< tin- theoretical bursting pressure. The 

bunting pressure divided by the factor of safety gives the allowable 
or safe working pressure. 

•i e. illation, this rule i< : 

Working Pre—in 

Tensile Strength \ Thickness x Joint Efficiency 
Radius x I actor of Safety 

Chicago .1 • in T. Ryiiiox I Son n » • v • > r k 



DATA— BOILERS AND TANKS 1225 



AREA OF BOILER SEGMENTS 




- 00 


Area of Segment in Square Inches for Boilers from 36 Inches 
to 78 Inches in Diameter 


1«1 

1 2 


SI 




S| 

l— ' o 

5« 


1—1 o 


31 


3.2 
H " ' o 


MM 


-a . 
3.2 


3.2 

53 


1—1 '3 

Km 




12 
13 
14 
15 

16 
17 
18 


264 
293 
323 
354 


286 
319 
353 
386 

421 
454 


297 
331 
367 
399 

437 
473 


306 
343 
379 
415 

454 
491 
528 
567 


319 
354 
392 
431 

469 
509 

548 
588 


325 
364 
404 
444 

483 
523 
566 
608 

650 


354 

394 
438 

482 

527 

573 
620 
665 

712 

760 
808 


378 
423 
471 
517 

567 
616 
665 
717 

770 
821 
876 
927 

982 
1037 
1090 


403 
449 
500 
553 

603 

658 
714 
767 

824 
882 
937 
996 

1056 
1113 
1173 
1234 


422 
473 
529 
583 

639 
695 
753 
812 

875 

932 

997 

1059 

1121 
1184 
1248 
1316 

1381 
1446 
1510 


796 


19 








855 


%) 








919 


21 












•985 


22 














1051 


23 














1118 


?4 
















1186 


25 
















1255 


?6 
















13?5 


27 
















1395 


28 


















1460 


?n 




















1531 


30 




















1602 


31 




















1674 


32 






















1746 



Chicago — Joseph T. Ryerson & Son — New York 



1226 da r A 



B <> 1 L E K S AND 1 A N K. S 



HEATING SURFACE, DIMENSIONS AND WEIGHTS 
OF STANDARD BOILER TUBES 



DlAV- 


'1 iilt KNESS 


Nominal 
Weight 

J" 
Foot 


1 eet "f 

Hcotiog Surface 

j.« r FOOl of 

Length 


Length of Tube in 
r Square 
1 "<it of 
Heating Surface 


Outside 


Inside 


Birming- I 
ham 
Gauge 


>ecimal 

of 
Inch 


External 


Internal 


External 


[■tonal 


! 


sin 


13 


095 


.90 


.26 


.21 


3.84 


4.72 


\y A 


i.oeo 


13 


095 


1.15 


.33 




3.03 


3.60 


i 1 , 


1 310 


13 


095 


1.40 


.39 


.34 






Wa 


1 560 


13 


095 


1.66 


. 16 


.11 


2.18 


2 15 


2 


1 S10 


13 


095 


1.91 


.52 


. 17 


1.91 


2.11 


2H 




13 




2.16 


.59 


.54 


1 70 


1 86 




2 ggg 


12 


109 


_' 7.". 


.65 


60 


1.54 


1 67 






12 


109 


3.04 


.72 




1 39 


1.51 


3 




12 


109 


3.33 


.79 


.73 


1 25 


1.37 


V/a 


3.010 


11 


1.0 




.86 




1.17 


1 27 




3 260 


11 


120 


\ 28 


.92 


.85 


1.09 


1.17 




3 :»Ht 


11 


120 


1 60 


.99 


92 


1 01 


1.09 


\ 


3.732 


10 


134 


5 17 


1 05 






1.02 


IX 


l 232 


10 


134 


6.17 


1 is 


111 




.90 


5 


1 701 


9 


Ms 


7 58 


1.31 


1 . 23 


.76 


.81 


6 


5 670 


S 


165 


10.16 


1 57 


1 Is 


.64 


.67 


7 


6 670 


8 


[65 


11.90 


1 83 


1 7"> 


.55 




8 


7 670 


8 


165 


l:; 65 


2 lo 


2 (Nl 


is 


.50 





8 640 


7 


180 


16 76 


2 37 




.42 


11 


10 




6 




21 00 




2 51 


.38 


10 


11 




5 




25 00 








.36 


12 


11 542 






28 50 


3 15 








13 




4 






:; lo 


3.28 


.29 


.30 



Wright may v.irv .") per rent above, <>r 5 per eenl ImLow mbumU 
weight given. 



: ii T Rvti v Yon 



RYERSON'S READY REFERENCE 

THE STEEL- SERVICE BOOK 



INDEX 



A p age 

Allowance, Dome Plates 1215 

Alloy Die Blocks 104 

Alloy Steel, Nikrome 104 

American Ingot Iron 306 

Anchors, Joist 1188 

Angles, Equal Leg, Bar 203 

Base Price 801 

Extras 810 

Weights, Dimensions 1105 

Angles, Equal Leg, Structural .... 204 

Base Price 801 

Extras 802,813 

Shearing Variation, Warehouse 808 

Weights, Dimensions 1105 

Safe Loads 1122 

Angles, Unequal Leg, Bar 205 

Base Price 801 

Extras 810 

Weights, Dimensions 1106 

Angles, Unequal Leg, Structural. . . 206 

Base Price 801 

Extras 802, 813 

Shearing Variation, Warehouse 808 

Weights, Dimensions 1106 

Safe Loads 1124 

Arches, Corrugated 304 

Areas of Circles 1008 



B 

Babbitt Metal, Glyco 601 

Bands, Straight Lengths 112 

Scrolls 113 

Galvanized 113 

Extras, Steel 809 

Extras, Iron 815 

Weights, Estimated 902 

Bands, Iron Extras 815 

Bands, Pipe, Tank, Silo 523 

Bands, Steel, Extras 809 

Bars, Cold Drawn Round Shaft- 
ing (See Shafting) 116 

Ryerson "A" 116 

Ryerson "C" 117 

Bars, Cold Drawn Screw Steel .... 117 

Bars, Cold Twisted Square 105 

Bars, Concrete Reinforcement .... 105 

Base Prices 801 

Extras 802 

Specifications 845 

Bars, Flat, Weights 904, 906 

Bars, Flat Wire 119 

Bars, Forging, Ryerson "A" 102 

Ryerson "B" 103 

Ryerson "C" 103 

Bars, Free Cutting Rounds 106 

Bars, Half Ovals, Weights 911 

Bars, Hexagons, Weights 910 

Bars, Iron, Classification of Extras 814 

Bars, Merchant 125 

Bars, Mild or Machine Steel 107 

Bars, Oval, Weights 910 

Bars, Plain O. H. Reinforcing 105 

Bars, Quantity Differentials 812 

Bars, Round, Weights 908 

Bars, Screen 128 



Page 

Bars, Smooth Finished Rounds 106 

Bars, Square, Weights 909 

Bars, Steel, Galvanized 114 

Base Price 801 

Cutting Extras 802 

Classification of Extras 809 

Specifications, Hot-Rolled. .. . 844 

Base Prices 801 

Bases for Columns, Cast Iron 1 192 

Beams, Bethlehem, Weights 1109 

Beams 201 

Base Prices 801 

Extras 802,813 

Shearing, Variations, Warehouse 808 

Weights, Dimensions 1101 

Safe Loads 1112 

Bethlehem Beams, Weights 1109 

Bethlehem H Columns, Safe Loads 1180 

Billets, O. H. Forging 101 

Ryerson "A" 101 

Ryerson "C" 101 

Ryerson Special 101 

Bits, Track, Dimensions, Prices. . . 710 

Blocks, Differential, Prices 714 

Boiler Braces, Weights, Use 411 

Boiler Flanges, Prices 408 

Sizes and Spacing 1213 

Boiler Hangers, Dimensions, Prices 406 

Boiler Head Design 1217 

Boiler Lugs, Dimensions, Prices . . . 407 
Boiler Nozzles, Dimensions, Prices 410 

Boiler. Plates for Standard 216 

Boiler, Safe Working Pressure 1224 

Boiler Segments, Area 1225 

Boiler Settings 1220 

Boiler Steel, Hartford Specifica- 
tions 1224 

Boiler Steel, Manufacturers" Stan- 
dard Specifications 839 

Boiler, The Continental 404 

Boiler Tubes (See Tubes) 401 

Bolts, Boiler and Fitting Up, 

Prices 513 

Bolts, Boiler Patch, Prices .. . . .' '. . 417 

Bolts, Boiler Stay, Prices 416 

Bolts, Bridge and Roof, Dimen- 
sions 514 

Bolts, Carriage, Prices 510 

Bolts, Coupling, Prices 514 

Bolts, Expansion, Prices 511 

Bolts, Eye 608 

Bolts, Machine, Prices 508 

Extras 509 

Weights 912 

Bolts, Plow, Prices 513 

Bolts, Round Head, Weights 914 

Bolts, Stove, Price 512 

Bolts, Strength 1209 

Bolts, Track, Prices 526 

Braces, Boiler Weights and Num- 
ber used 411 

Brackets, Column, Cast Iron 1193 

Bursting Pressure, Tanks 1207 



Cap Screws, Prices 516 



Chicago — Joseph T. Ryerson & Son — New York 



Page 

Cement, Joint 400 

Chain 

i ihannels, Rubber Tire [28 

Channels lm>_> 

I MM 

Extras B02, m:< 

Shearing Variations. Wan- 
house MM 

Weights, Dimensions 1103 

Bale Loads n is 

Channels, small 202 

Mil 

F\tra.s 802, M 1 

circles. Circumferences and Areas 1008 

Circumferences of Circles ions 

Clamps, S-Boll 808 

Clasalflcatlon, Standard Steel BOO 

(lips. Malleable 808 

< told Drawn Steel (See Shafting) . . in; 
Column Bases, ( !ast Iron 1102 

< tolumn Brackets. Cast Iron 1 103 

< tolumns, Cast Iron, Weights 1 100 

Columns. Double Angle, Safe 

Loads 1174 

( tolumns, n. Safe Loads 1180 

Columns, I Ream. Safe Loads 1168 

Columns. Latticed Channel, Safe 

Loads 1152 

Columns, Plate and Annie, Safe 

Loads 1 1 40 

Columns. Plate and Channel. 

Safe Loads nr.t 

Columns. Single Angle, Safe Loads 1 17_' 

< toncrete Reinforcing (See Bars*. . . 105 
Connection for Reams and Chan- 
nels lis". 

( 'ont inental Boiler. The 404 

< topper Ferrules. Prices lis 

Corrugated Arches 304 

Corrugated Ridge RoU 311 

Corrugated Sheets (See Sheets). . . 313 

iits. Natural 1018 

( toslnes. Natural 1010 

(■(.tangents, Natural 1014 

Couplings 713 

Covers, Manhole. Prices 412 

(rabs or Yokes, Prices 414 

Cranes. Rails. Clearances Dimen- 
sions and Wheel Loads 1 194 

Crayons, Marking G03 

Cutting Extras, Bars and Small 

Shapes 811 

cutting Extras, Tool Steel 

( 'ut ting. Warehouse Kxtr;.- 

D 

Data. Boilers and Tanks - 

Buildings and Rridges Sec 1 1 

Miscellaneous ft 

I toclmal Equivalents i«to» 

Die Blocks, Alloy 104 

7 1 3 

Dishing, Prices 

Dome Plates, Allowance 1215 

Drill -: 

Drill Sockets, Prices 7»>'i 

Drilling Flue Holes, Prices 324 

Drilling Pipe , lards 121 I 

Drills. Twist, Dimensions, Prices 701 

Taper Shank 701 

Straight Shank 701 

Enlarged Taper Shank 7<u 

Straight Shank. Jobbers - 70-, 

E 

.'ill 

holt Iron. Ulster 122 

Boll Iron i _■ I 
I xpanded Metal and Lath. 



Page 

Expanders. Tube, Prices 716 

Extras, Mill, structural MS 

Extras, Mill. Rivets 

Extras, shafting. Cutting mis 

Extras, Warehouse, Size. Shapes, 

Plates B. A. Sheets 802 

Warehouse, Cutting 802 

F 

Fastenings, Wire Rope 608 

Ferrules, Copper, Prices 4 1 B 

I ire Box Plates. Hartford 219 

1 it lings. Wire Rope MM 

I langes, Boiler, Prices 40s 

Marine Prices 409 

Tank, Prices 409 

Boiler, Siz.es and Spacing 1213 

Pipe. Sizes and Spacing 1213 

Flanging, Prices, Heads 

Flue Holes 824 

Floor Plates See Plates) 220 

Flue Holes, Prices, Flanging, 

Drilling, Punching 824 

Flue Plugs, Prices 415 

Foot, Decimal Equivalents, 

Inches 1005 

Forges, Rivet 7ls 

Forging Treatment. Tool Steel 1020 

Forging Bars 102 

Forging Billets (See Billets) 101 

Formulae. Useful 1013 

Freight Rates. Less Carload 803 

Functions, Ceometric 1013 

Furnaces, Morison Corrugated ... 405 

Fusible Plugs, Prices 415 

G 

Gallons In Cylindrical Tanks 1 308 

( laskets 608 

Gauges, Weights of Standard 901 

Equivalents 1004 

Girders, Bethlehem. Weights 1 109 

Girders, Box. safe Loads 1131 

( lirders, Plate. Safe lx>ads 1 130 

Glyco Babbitt Metal 601 

H 

Handholesand Covers, Prices 414 

Hangers, Boiler, Dimensions, 

Prices MM 

Hangers. Joist 1189 

Loop, Dimensions, 

Prices 405 

Hardening Treatment. Tool Steel. 1020 

II Columns, Safe Loads 1189 

Head Design. Boiler 1.M7 

Heads (See Plates) 208 

Heating Surface, Boiler Tubes. . . , 13)98 

Hoists, Chain, Prices 714 

Hoops. Soft Steel 114 

Galvanised iu 

Extras 817 

•imated 902 

I 

lee, slide Steel 198 

inch, Decimal Equivalents, 

11)04 

Inch, Decimal Equivalents, Feel 1005 

Inch, Decimal Equivalents, Mtfcs. iix>7 

[ngOt Iron, American 

J 

J. .Int Cement 409 

J. .hits. Riveted 1201 



it i • 



i i it T 






\ Son Nil Y < > R k 



*- Page 

Lath, Metal, Weights 606 

Loop Hangers 405 

Lugs, Band 608 

Lugs, Boiler, Dimensions, Prices. . 407 



M 

Manholes and Covers, Prices 412 

Manufacturers' Standard Specifi- 
cations, Structural Steel. . . . 835 

Boiler Steel 839 

Plates, Variation 843 

Hot Rolled Bars 844 

Concrete Reinforcing Bars. . . . 845 

Marine Flanges 409 

Marking Crayons (See Crayons). . 603 

Mechanical Tubing, Extras 403 

Prices 832 

Weights 915 

Merchant Bar Iron 125 

Miscellaneous Stock Sec. 6 

Morison Corrugated Furnaces .... 405 



N 

Nails, Gauges, Weights, Prices 604 

Galvanized 313 

Nikrome C. H. Steel 104 

Nikrome Forging Steel 104 

Nozzles, Boiler, Dimensions, 

Prices 410 

Nuts, Case Hardened, Dimensions, 

Prices 521 

Nuts, Check and Jam, Dimensions, 

Prices 521 

Nuts, Cold Punched, Dimensions, 

Prices 520 

Nuts, Hot Pressed, Prices 518 

With Enlarged Holes, Prices . . 519 

Weights 913 



P 

Packer's Carrier Track 128 

Patch Bolts, Boiler, Prices 417 

Patch Bolt Taps, Prices 417 

Perforated Steel Sheets and Plates. 607 
Pipe Flanges, Sizes and Spacing ... 1213 

Standards for Drilling 1214 

Pipe Shoes 523 

Pipe, Wrought, Weights and 

Prices 830 

Plate, Boiler, Hartford, Specifi- 
cations 1224 

Plates 208 

Base Prices 801 

Extras 802, 821 

Variations and Allowances. SOS, 843 

Weights 922 

Plates, American Ingot Iron 214 

Plates, Dome, Allowance 1215 

Plates, Flange Steel 218 

Plates, Flat Circles 208 

Plates, Heads, Flanged and 

Dished 209 

Prices 822 

Weights 916 

Plates, Floor 220 

Approximate Weights 221 

Safe Loads 1184 

Plates for Standard Boiler 216 

Plates, Hartford Fire Box 219 

Specifications 842 

Plates, Long Lengths 215 

Plates, Perforated 607 

Plates, Sheared Stock 212 

Permissible Variations SOS, S43 

Overweight Allowance 843 

Plates, Tank Steel 212 



Page 

Plates, Universal Rolled 210 

Plugs, Flue, Prices 415 

Plugs, Fusible, Prices 415 

PostCaps 1189 

Pressure, Bursting, Tanks 1207 

Pressure, Safe Working, Boilers . . . 1224 

Pressure, Water 1216 

Prices and Classifications Sec. 8 

Prices, W arehouse Base 801 

Punches, Dies and Couplings 713 

Punches, Screw, Dimensions, 

Prices 712 

Punching Flue Holes, Prices 824 



R 

Rails 222 

Reamers, Carbon, Taper Shank, 

Dimensions, Prices 708 

Reamers, High Speed, Taper 

Shank, Dimensions, Prices. . . 707 

Reinforcing Bars (See Bars) 105 

Ridge Roll, Corrugated 311 

Rivet, Forges 718 

Rivet Sets 711 

Riveted Joints, Butt 1204 

Riveted Joints, Lap 1201 

Rivets, Boiler, Burden Iron 501 

Rivets, Boiler, Cone Head 503 

Dimensions 1001 

Rivets, Mill Extras 829 

Rivets, Round Head, Weights 914 

Rivets, Shearing and Bearing 

Value 1002 

Rivets, Spacing on Flanges 1213 

Rivets, Steel, Countersunk Head. 505 
Rivets, Structural Steel, Round 

Head 504 

Dimensions 1001 

Rivets, Tank and Sheet, Cone Head 505 

Round Head 506 

Pan Head 506 

Flat Head 507 

Countersunk Head 507 

Wagon Box Head 507 

Rivets, Tinners' or Pound .'....'..'. s5s 

Prices 829 

Rods, Suspension, Strength 1209 

Roofing Sheets, Corrugated 313 

Roofing Sheets, Stamped 314 

Rope Fittings 60S 

Rope Wire 608 



S 

Saddle Plates for Manholes, Prices. 413 

Safe Loads, Explanation of. . .1111, 1139 

Saw Blades 113 

Extras 816 

Screen Bars 128 

Screens, Weights 606 

Screw Punches, Dimensions, 

Prices 712 

Screws, Cap, Prices 516 

Screws, Coach and Lag, Prices. ... 511 

Weights 913 

Screws, Set, Prices 517 

Screw Steel, Cold Drawn 117 

Secants, Natural 101S 

Segments, Boiler, Area of 1225 

Separators, Standard Steel 11 86 

Set Screws, Prices 517 

Sets, Rivet 711 

Settings, Boiler 1220 

Shafting, Cold Drawn 116 

Discount 801 

Cutting Extras, Warehouse 808 

Prices 819 

Cutting Extras, Mill 820 

Shearing, Standard Variations .... 80S 



Chicago — Joseph T. Ryerson & Son — JSTew Yo 



Page 

Shoots, Auto Stock. Patent Leveled MM 

Sheets, Black lit) I 

Base Price 801 

Kxtras 802. B26 

Weights '.us 

Bheeta, Blue Annealed 801 

Bheeta, BlueAnnealed Ingot Iron. :u>7 

Sheets. Corrugated Pooling 313 

Corrugated Weights \rll 

Bate Loads 1184 

Bheeta, "C" Pickled 310 

Bheeta, Electrical 311 

Sheets. Extra Deep Stamping 

and spinning :<os 

Bheeta, Galvanised Ingot Iron. . . . M)7 

Hoofing M.i 

Bheeta, Galvanized 305 

Base Price 801 

Kxtras .SOL', B27 

Weight 920 

Bheeta, Lead Finish, Long Tornea.. 309 

Bheeta, locomotive Jacket Iron. . . 312 

Sheets, Metallic Furniture 309 

Sheets, < hie Pass Cold Rolled 303 

Sheets, Perforated 607 

Sheets, Hooting and Siding 314 

V Crimped 314 

Beaded 314 

Rock Faced Brick 314 

Plain Brick 314 

Rock Faced Stone 314 

Sheets, Siding, Stumped 314 

Bheeta, Special Grade 306 

Bheeta, Uniform Blue 309 

Bheeta, Wellsville Polished 312 

Sheets, Wood's "A" Planished 

Locomotive Jacket Iron 312 

Sheets. Wood's "A" Planished Iron 819 

Bheeta, Wood's Refined 310 

Shields and Bolts, Prices 811 

Shimming Spikes (See Spikes) 526 

Slides. Pipe 523 

Siding Shifts. Stamped 314 

Sines. Natural 1016 

Bledge Shoe Steel 128 

.Drill. Prices 709 

Small Tools Sec. 7 

Sockets, Drill, Prices 709 

Specifications, Fire Box Steel 842 

Specifications, Hartford Boiler 

Plate 1224 

Specifications. Manufacturers' 

Standard 835 

Spikes. Boat, Prices 526 

Spikes, Shimming, Prices 526 

Spikes, Track, Prices 526 

Stair Treads 221 

Standard ( Jaugos, Weights 901 

Standard iron classification. 

Extras on Bars, Small Shapes 814 

Standard Specifications, Manufac- 
turers' 835 

Standard Steel Classification, 

Extras oo Bars, small Bhapi 

Rtandplpee, Proportions of 1210 

St and pi pes. Weights Of 1211 

oil Iron, Ulster Special 122 

Stay Bolt Taps. Prices 418 

Btay Bults, Boiler. Prices IK, 

Strength ol 1209 

Btlmip 1180 

Strand, < Ialvanlzcd, Weights, 

Prices 819 

», Allowable Working Unit l I9fl 

strip Steel. Cold Rolled us 

Ms 

Structural Shapes 201 

Manufacture™' Standard 

location 898 
ulna. Variation, Warehooaa 808 

Struts, Safe Loads l 179 

Milled Iron. Prices 618 

81 1 



Swedish and Norway Iron 126 

Kxtras 816 

T 

Tangents. Natural 1014 

Tanks, Bursting Pressure 1207 

lank. Flanges, Prices 409 

Tanks. Gallons In 1208 

Tanks. Steel, Definition 215 

Taps. Patch Bolt, Prices 417 

laps, Stay Bolt. Prices 416 

Tees. Bar Mill Sizes 207 

Base Price K01 

Kxtras 802, M 1 

Weights. Dimensions 1 107 

Tees. Structural 207 

Base Price 801 

Kxtras B02, M:i 

Shearing Variations 808 

Weigh us. Dimensions 1 107 

Safe Loads 1198 

Thimbles 608 

Threading, Stay Tubes. Prices. ... 825 

Tie-Straps 1188 

Tire 127 

Extras 813 

Tire, Channels 128 

Tool Steel 120 

Tool Steel. Cutting Kxtras 834 

Tool Steel, Classification 

Tool Steel, Forging Treatment 1090 

Tool Steel. Hardening Treatment 1090 

Tools, Small Sec. 7 

Track Bits, Flat, Dimensions, 

Prices 710 

Track Bolts. Prices 

Track Spikes 

Treads, Stair 891 

Trolleys, Prices 715 

Tube Expanders, Prices 717 

Tubes. Boiler 4til 

Prices 801, 825 

Weights. Dimensions l 220 

Heating Surface 1996 

Tubes. Threading Slav. Prices 

Tubing. Mechanical, Kxtras . . .403. 833 

Prices 

Weights 915 

Turnbuckles, Hook and Bye, 

Prices COS 

Turnbuckles, Dimensions, Prices 



u 

Ulster and Ulster Special Iron 1 81 

Unit Stress. Allowable Working. . 1196 



V 

Variations. Sheared Plates 843 

w 

W agon Box Iron Ill 

Washers. Caat Iron, Dimensions, 
Weights 

Washers. Load. Galvanized with 

Nails . :u:i 

Washers. Malleable Iron. Dimen- 
sions. Weights 524 

WaShera, Standard Wrought, Di- 
mensions. Price. Weight 

Washers, star 

Weights 

W ire Cloth. Prices 

W ire. Black Finish Annealed 108 

( -..id Rolled Flat 119 

Wire Gauges. Prices 804 
Wire Rope and Fittlngi 

\\ rOUght Pipe. Weights and Prlo 



Chicaoo — Jo sir ■ T . R i 8 tooa I So m — N I w York 

PRESS ur TMt MENHY O. SHEPAHO COMPANY. CMICAOO 



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